NUOVE ACQUE S.p.A. Busenga/R03_relaziione... · [6] EDIFICIO PRINCIPALE A) ANALISI DEI CARICHI A)...

NUOVE ACQUE S.p.A. Direzione Investimenti

Loc. Poggio Cuculo, Patrignone 52100 Arezzo

COMUNE DI CAPOLONA

Provincia di Arezzo

Fax 0575-372290Tel. 0575-295691

e-mail: [email protected]

Via Galileo Ferraris 53 - Arezzo

Progettista: Dott. Ing. Mauro Paci

PROGETTO DEFINITIVO

IMPIANTO DI POTABILIZZAZIONE IN LOCALITA’ BUSENGA ELABORATO:

R-03

Relazione tecnica illustrativa e di calcolo strutture

Luglio 2008AGGIORNAMENTI

N. MOTIVO AGGIORNAMENTO FILE DATA 0.0 1a EMISSIONE R03_Relazione strutture

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RELAZIONE TECNICA ILLUSTRATIVA

L’intervento in oggetto riguarda la realizzazione di un impianto di potabilizzazione in

loc. Busenga nel Comune di Capolona (AR). Tale impianto è formato da un edificio

fuori terra e da una serie di vasche e cabina elettrica.

EDIFICIO

L’edificio, a pianta rettangolare con dimensioni max m 39.40 x 10.60 presenta un

piano terra ed un solo piano fuoriterra (piano copertura).

La forma è abbastanza regolare, con dimensioni max fuoriterra di 31.00 X 14.00 m.

L’altezza in gronda complessiva (dallo spiccato delle fondazioni) è di m 4.95.

La struttura in elevazione è di tipo in c.a. puntuale e cioè realizzata con una serie di

portali con pilastri (sez. cm 40x50) e travi di altezza variabile e spessore cm 25 a

sostegno del solaio di copertura.

Il solaio di copertura presenta, tra un portale e l’altro, piccoli sfalsamenti in verticale

ed è realizzato con pannelli inclinati tipo spirol di spessore cm 30 ad eccezione della

campata terminale (lato vista y – vedi tavolla prospetti) ove il solaio è disposto

orizzontalmente a sostegno di una copertura a padiglione del tipo a muretti e

tavelloni.

Al piano terra è presente una platea di spessore cm 40, poggiata sul terreno e

perimetralmente vincolata a delle travi di sez. cm 70x60 di collegamento delle teste

di pali di fondazione di tipo trivellato ed in c.a di diametro cm 50 profondi m 9,00.

Sono stati valutati i cedimenti. E’ stato indicato per il coefficiente di fondazione il

valore ε = 1.0.

La falda non interessa la quota del piano di posa della fondazione.

Sono stati utilizzati i seguenti criteri di progettazione per nuove costruzioni:

- E’ stata effettuata l’analisi dinamica;

- Modi da considerare: tali da movimentare una percentuale di massa pari a

85%;

- Spettro di risposta di progetto previsto dalla normativa Italiana

- Coefficiente sismico s=9;

- c = (s – 2)/100= 0.07;

- Masse strutturali valutate ad ogni livello come Wi = Gi + SQi con s= 0,33;

- Il coefficiente β è stato assunto pari a 1.0 in quanto nei piani fuori terra non

sono presenti muri in c.a.;

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- I solai sono stati considerati infinitamente rigidi in quanto muniti di soletta

gettata in opera.

Azioni statiche

- Pesi propri coerenti con prospetto 4.1 DM carichi e sovraccarichi;

- Carichi permanenti coerenti con prospetto 4.1 DM carichi e sovraccarichi;

- Carichi variabili distribuiti vert. e orizz.coerenti con prospetto 5.1 DM carichi e

sovraccarichi;

- Carichi variabili concentrati o atipici (non presenti);

- Carico neve calcolato con la procedura del DM carichi e sovraccarichi;

- Variazioni termiche non sono state calcolate.

Verifiche eseguite omogeneamente alle T.A. Per verifiche alle tensioni ammissibili: - sollecitazioni dovute al sisma sovrapposte in ± alle altre agenti

contemporaneamente.

VASCHE La struttura portante delle vasche è formata da setti in c.a. di spessore cm 30

impostati sopra una platea di spessore cm 50, di collegamento delle teste di pali di

fondazione di tipo trivellato ed in c.a di diametro cm 50. Tali pali hanno una

profondità di m 9,00 di cui m 1,50 infissi nel substrato roccioso ubicato a m -7,50

dal piano campagna.

Dal punto di vista dello schema strutturale, si ipotizza che la platea sia appoggiata

sui pali, i quali costituiscono dei vincoli cedevoli elasticamente sul piano orizzontale.

Si sono considerate le seguenti combinazioni di carico:

- peso proprio + serbatoio pieno in tutti i comparti;

- peso proprio + serbatoio pieno in tutti i comparti + sisma lungo y;

- peso proprio + serbatoio pieno in tutti i comparti + sisma lungo x;

- peso proprio + serbatoio riempito parzialmente;


- E’ stata effettuata l’analisi statica;

- c = (s – 2)/100= 0.07;


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- Il coefficiente β è stato assunto pari a 1.2 in quanto la struttura è costituita

da muri in c.a.;

Azioni statiche




sovraccarichi;


contemporaneamente.

CABINA ELETTRICA

L’altezza in gronda complessiva (dallo spiccato delle fondazioni) è di m 3.60.

La struttura in elevazione è di tipo in c.a. puntuale e cioè realizzata con travi

(ricalate di gronda e a spessore di solaio) e pilastri (sez. cm 25x40).

Il solaio di copertura è orizzontale di tipo latero-cemetizio (spessore cm 16+4) ed è

posto a sostegno di una copertura del tipo a muretti e tavelloni.

Al piano terra è presente una platea di fondazione di spessore cm 30. Sono stati

valutati i cedimenti. E’ stato indicato per il coefficiente di fondazione il valore ε =

1.0.

La falda non interessa la quota del piano di posa della fondazione.


- E’ stata effettuata l’analisi statica;

- Coefficiente sismico s=9;

- c = (s – 2)/100= 0.07;


- Il coefficiente β è stato assunto pari a 1.0 in quanto nei piani fuori terra non

sono presenti muri in c.a.;

- I solai sono stati considerati infinitamente rigidi in quanto muniti di soletta

gettata in opera.

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Azioni statiche




sovraccarichi;

- Carichi variabili concentrati o atipici (non presenti);

- Carico neve calcolato con la procedura del DM carichi e sovraccarichi;

- Variazioni termiche non sono state calcolate.


contemporaneamente.

IL PROGETTISTA DELLE STRUTTURE IN C.A.

(Ing. Mauro Paci)

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RELAZIONE DI CALCOLO

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EDIFICIO PRINCIPALE

A) ANALISI DEI CARICHI

A) solaio di semplice copertura in c.a.p. a pannelli tipo spirol :

solaio in c.a.p. a pannelli tipo spirol spessore 30 cm:

- peso proprio solaio . . . . . . . . . . . . . . . . . 409 kg/mq - pacchetto impermeab.+coibentaz. . . . . . . . . . . . . . . . . . . 30 "

- manto di copertura . . . . . . . . . . . . . . . . . . . 60 " ----------------------------- TOTALE PERMANENTI 469 " - SOVRACCARICO ACCIDENTALE (neve) . . . . . 150 " ======================= T O T A L E 619 kg/mq

Essendo, per il carico neve (punto 6 Circ. Min. LL. PP. 4/7/96 applicativa del D.M. 16/1/96): altitudine = 300 m s.l.m.: qsk = carico neve al suolo = 1.15 + 2.6 (300-200) /1000 KN/mq = 141 kg/mq angolo copertura = 0° : coeff. forma 1 = 0.8

⇒ qneve 1 = 0.8 x 141 = 113 Kg/mq

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B) solaio copertura a muretti:

solaio di copertura costituito da una soletta in calcestruzzo dello spessore di 4 cm posata su un manto di tavelloni, sostenuto a sua volta da muretti di spessore 8 cm in mattoni forati, posti ad interasse m 0.80 poggiati sul solaio di sottotetto; quest'ultimo è costituito da un solaio in c.a.p. a pannelli tipo spirol spessore 30 cm: per mq si ha:

a) copertura - soletta superiore 0.04 x 2500 x 1.06. . . . . 106 kg/mq - tavelloni 0.06 x 800 . . . . . . . . . . . 48 " - muretti 0.08 x 2.0 x 1100 : 0.80 . . . . 220 " - manto di copertura in tegole marsigliesi . 60 "

- impermeabilizzazione + coibentaz. . . . . . . 30 " -----------------------------------------------------------

----- totale permanenti copertura 464

Kg/mq b) sottotetto

peso proprio solaio . . . . . . . . . . . . . 409 kg/mq -----------------------------

TOTALE PERMANENTI 873 " - SOVRACCARICO ACCIDENTALE . . . . . . . . . . .

. . . . 150 "

====================== T O T A L E 1023

kg/mq

C) gronda:

soletta in c.a. a sbalzo per 65 cm e di spessore medio cm 22:

- soletta 0.65 x 0.22 x 2500 . . . . . . . . . . . . . 358 kg/ml - doccia in rame . . . . . . . . . . . . . . . . . . . . 20 " - manto di copertura in tegole marsigliesi 60 x 0.65 . . 39 "

----------------------------- TOTALE PERMANENTI 417 "

- SOVRACCARICO ACCIDENTALE 150x0.65 . . . . . . . 98 " - INCREMENTO DI AZ. SISMICA VERTICALE 0.4W =

206 “ =======================

T O T A L E 721 kg/ml Essendo W = peso sismico = 417 + 98 =515 kg/ml D) grondino laterale:

soletta in c.a. a sbalzo per 35 cm e di spessore cm 12:

- soletta 0.35 x 0.12 x 2500 . . . . . . . . . . . . . 105 kg/ml - scossalina in rame . . . . . . . . . . . . . . . . . . . . 5 " - manto di copertura in tegole marsigliesi 60 x 0.35 . . 21 "


- SOVRACCARICO ACCIDENTALE 150x0.35 . . . . . . . 53 "

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- INCREMENTO DI AZ. SISMICA VERTICALE 0.4W = 74 “

======================= T O T A L E 258 kg/ml

Essendo W = peso sismico = 131 + 53 = 184 kg/ml

B) CALCOLI DI STABILITA’ SISTEMI DI RIFERIMENTO Le coordinate, i carichi concentrati, i cedimenti, le reazioni vincolari e gli spostamenti dei NODI sono riferiti ad una terna destra cartesiana globale con l'asse Z verticale rivolto verso l'alto. I carichi in coordinate locali e le sollecitazioni delle ASTE sono riferite ad una terna destra cartesiana locale così definita: - origine nel nodo iniziale dell'asta; - asse X coincidente con l'asse dell'asta e con verso dal nodo iniziale al nodo finale; - immaginando la trave a sezione rettangolare l'asse Y è parallelo alla base e l'asse Z è parallelo all'altezza. La rotazione dell'asta comporta quindi una rotazione di tutta la terna locale. Si può immaginare la terna locale di un'asta comunque disposta nello spazio come derivante da quella globale dopo una serie di trasformazioni: - una rotazione intorno all'asse Z che porti l'asse X a coincidere con la proiezione dell'asse dell'asta sul piano orizzontale; - una traslazione lungo il nuovo asse X così definito in modo da portare l'origine a coincidere con la proiezione del nodo iniziale dell'asta sul piano orizzontale; - una traslazione lungo l'asse Z che porti l'origine a coincidere con il nodo iniziale dell'asta; - una rotazione intorno all'asse Y così definito che porti l'asse X a coincidere con l'asse dell'asta; - una rotazione intorno all'asse X così definito pari alla rotazione dell'asta. In pratica le travi prive di rotazione avranno sempre l'asse Z rivolto verso l'alto e l'asse Y nel piano del solaio, mentre i pilastri privi di rotazione avranno l'asse Y parallelo all'asse Y globale e l'asse Z parallelo ma controverso all'asse X globale. Da notare quindi che per i pilastri la "base" è il lato parallelo a Y. Le sollecitazioni ed i carichi in coordinate locali negli ELEMENTI BIDIMENSIONALI e nei MURI sono riferiti ad una terna destra cartesiana locale così definita: - origine nel primo nodo dell'elemento; - asse X coincidente con la congiungente il primo ed il secondo nodo dell'elemento; - asse Y definito come prodotto vettoriale fra il versore dell'asse X e il versore della congiungente il primo e il quarto nodo. Asse Z a formare con gli altri due una terna destrorsa. Praticamente un elemento verticale con l'asse X locale coincidente con l'asse X globale ha anche gli altri assi locali coincidenti con quelli globali. ROTAZIONI E MOMENTI Seguendo il principio adottato per tutti i carichi che sono positivi se CONTROVERSI agli assi, anche i momenti concentrati e le rotazioni impresse in coordinate globali risultano positivi se CONTROVERSI al segno positivo delle rotazioni. Il segno positivo dei momenti e delle rotazioni è quello orario per l'osservatore posto nell'origine: X ruota su Y, Y ruota su Z, Z ruota su X. In pratica è sufficiente adottare la regola della mano destra: col pollice rivolto nella direzione dell'asse, la rotazione che porta a chiudere il palmo della mano corrisponde al segno positivo. UNITA` DI MISURA Le unità di misura adottate sono le seguenti: - lunghezze : m - forze : kg - masse : kg massa - temperature : gradi centigradi - angoli : gradi sessadecimali o radianti NORMATIVA DI RIFERIMENTO La normativa di riferimento è la seguente: - Legge n. 64 del 2/2/1974 - Provvedimenti per le costruzioni con particolari prescrizioni per le zone sismiche. - D.M. del 24/1/1986 - Norme tecniche relative alle costruzioni sismiche. - Legge n. 1086 del 5/11/1971 - Norme per la disciplina delle opere di conglomerato cementizio armato, normale e precompresso ed a struttura metallica. - D.M. del 14/2/1992 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture metalliche. - D.M. del 9/1/1996 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture metalliche. - D.M. del 16/1/1996 - Norme tecniche per le costruzioni in zone sismiche. - Circolare n. 21745 del 30/7/1981 - Legge n. 219 del 14/5/1981 - Art. 10 - Istruzioni relative al rafforzamento degli edifici in muratura danneggiati dal sisma. - Regione Autonoma Friuli Venezia Giulia - Legge Regionale n. 30 del 20/6/1977 - Documentazione tecnica per la progettazione e direzione delle opere di riparazione degli edifici - Documento Tecnico n. 2 - Raccomandazioni per la riparazione strutturale degli edifici in muratura. - Norme Tecniche C.N.R. n. 10011-85 del 18/4/1985 - Costruzioni di acciaio - Istruzioni per il calcolo, l'esecuzione, il collaudo e la manutenzione.

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- Norme Tecniche C.N.R. n. 10025-84 del 14/12/1984 - Istruzioni per il progetto, l'esecuzione ed il controllo delle strutture prefabbricate in conglomerato cementizio e per le strutture costruite con sistemi industrializzati di acciaio - Istruzioni per il calcolo, l'esecuzione, il collaudo e la manutenzione. ELENCO VINCOLI NODI Simbologia Vn = Numero del vincolo nodo Comm. = Commento Sx = Spostamento in dir. X (L=libero, B=bloccato) Sy = Spostamento in dir. Y (L=libero, B=bloccato) Sz = Spostamento in dir. Z (L=libero, B=bloccato) Rx = Rotazione intorno all'asse X (L=libera, B=bloccata) Ry = Rotazione intorno all'asse Y (L=libera, B=bloccata) Rz = Rotazione intorno all'asse Z (L=libera, B=bloccata) RL = Rotazione libera Ly = Lunghezza (dir. Y locale) Lz = Larghezza (dir. Z locale) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Vn Comm. Sx Sy Sz Rx Ry Rz RL Ly Lz Kt <grad> <m> <m> <kg/cmc> --------------------------------------------------- 1 Libero L L L L L L 4 B B B L L L ELENCO NODI NODI FONDAZIONI

NODI PIANO COPERTURA

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Simbologia Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo Z = Coordinata Z del nodo Imp. = Numero dell'impalcato Vn = Numero del vincolo nodo Nodo X Y Z Imp. Vn Nodo X Y Z Imp. Vn Nodo X Y Z Imp. Vn <m> <m> <m> <m> <m> <m> <m> <m> <m> ----------------------------- ----------------------------- ----------------------------- -26 7.20 8.25 5.15 1 1 -25 7.20 8.25 6.00 1 1 -24 7.20 2.75 5.15 1 1 -23 7.20 2.75 6.00 1 1 -22 39.00 3.67 0.00 0 4 -21 39.00 7.33 0.00 0 4 -20 0.00 7.33 0.00 0 1 -19 0.00 3.67 0.00 0 1 -11 31.20 5.50 4.30 1 1 -10 23.40 5.50 4.30 1 1 -9 14.40 5.50 5.15 1 1 -8 7.20 5.50 5.15 1 1 -5 31.20 5.50 6.00 1 1 -4 23.40 5.50 6.00 1 1 -3 14.40 5.50 6.85 1 1 -2 7.20 5.50 6.85 1 1 1 0.00 0.00 0.00 0 4 2 7.20 0.00 0.00 0 4 3 14.40 0.00 0.00 0 4 4 23.40 0.00 0.00 0 4 5 31.20 0.00 0.00 0 4 6 39.00 0.00 0.00 0 4 11 0.00 11.00 0.00 0 4 12 7.20 11.00 0.00 0 4 13 14.40 11.00 0.00 0 4 14 23.40 11.00 0.00 0 4 15 31.20 11.00 0.00 0 4 16 39.00 11.00 0.00 0 4 21 0.00 5.50 0.00 0 4 22 7.20 5.50 0.00 0 4 23 14.40 5.50 0.00 0 4 24 23.40 5.50 0.00 0 4 25 31.20 5.50 0.00 0 4 26 39.00 5.50 0.00 0 4 27 3.60 5.50 0.00 0 4 28 10.80 5.50 0.00 0 4 29 17.40 5.50 0.00 0 1 30 20.40 5.50 0.00 0 1 31 27.30 5.50 0.00 0 4 32 35.10 5.50 0.00 0 4 33 18.90 5.50 0.00 0 4 101 0.00 0.00 5.15 1 1 102 7.20 0.00 5.15 1 1 103 14.40 0.00 5.15 1 1 104 23.40 0.00 4.30 1 1 105 31.20 0.00 4.30 1 1 106 39.00 0.00 4.30 1 1 111 0.00 11.00 5.15 1 1 112 7.20 11.00 5.15 1 1 113 14.40 11.00 5.15 1 1 114 23.40 11.00 4.30 1 1 115 31.20 11.00 4.30 1 1 116 39.00 11.00 4.30 1 1 121 0.00 5.50 5.15 1 1 126 39.00 5.50 6.00 1 1 ELENCO MATERIALI Simbologia Mat. = Numero del materiale Comm. = Commento P = Peso specifico E = Modulo elastico G = Modulo elastico tangenziale ν = Coeff. di Poisson α = Coeff. di dilatazione termica Mat. Comm. P E G ν α <kg/mc> <kg/cmq> <kg/cmq> ---------------------------------------------------------- 1 Calcestruzzo 2500.00 300000 130000 0.10 1.00E-005 ELENCO SEZIONI ASTE Simbologia

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Sez. = Numero della sezione Comm. = Commento Tipo = Tipologia 2C = Doppia C lato labbri 2Cdx = Doppia C lato costola 2I = Doppia I 2L = Doppia L lato labbri 2Ldx = Doppia L lato costole C = C Cdx = C destra Cir. = Circolare Cir.c = Circolare cava I = I L = L Ldx = L destra Om. = Omega Pg = Pi greco Pr = Poligono regolare Prc = Poligono regolare cavo Pc = Per coordinate Ia = Inerzie assegnate R = Rettangolare Rc = Rettangolare cava T = T U = U Ur = U rovescia V = V Vr = V rovescia Z = Z Zdx = Z destra Ts = T stondata Ls = L stondata Cs = C stondata Is = I stondata Dis. = Disegnata Me = Membratura G = Generica T = Trave P = Pilastro Ver. = Verifica prevista N = Nessuna C = Cemento armato A = Acciaio L = Legno B = Base H = Altezza Ma = Numero del materiale C = Numero del criterio di progetto Sez. Comm. Tipo Me Ver. B H Ma C <cm> <cm> ----------------------------------------------------- 1 pil 50x40 R P C 50 40 1 2 2 tr.25x50 R T C 25 50 1 1 3 pil 25x50 R P C 50 25 1 2 4 tr.colleg.fond 70x60 R T C 70 60 1 6 5 tr.25x85 R T C 25 85 1 1 6 tr.25x135 R T C 25 130 1 1 7 tr.25x105 R T C 25 105 1 1 8 tr.sp. 50x30 R T C 50 30 1 4 9 tr.colleg.fond 50x40 R T C 50 40 1 6 10 tr.colleg.fond 70x40 R T C 70 40 1 6 11 tr.25x75 R T C 25 75 1 1 ELENCO VINCOLI ASTE Simbologia Va = Numero del vincolo asta Comm. = Commento Tipo = Tipologia N = Standard E = Winkler B = Biella Ni = Sforzo normale nodo iniziale (0=sbloccato, 1=bloccato) Tyi = Taglio in dir. Y locale nodo iniziale (0=sbloccato, 1=bloccato) Tzi = Taglio in dir. Z locale nodo iniziale (0=sbloccato, 1=bloccato) Mxi = Momento intorno all'asse X locale nodo iniziale (0=sbloccato, 1=bloccato) Myi = Momento intorno all'asse Y locale nodo iniziale (0=sbloccato, 1=bloccato) Mzi = Momento intorno all'asse Z locale nodo iniziale (0=sbloccato, 1=bloccato) Nf = Sforzo normale nodo finale (0=sbloccato, 1=bloccato) Tyf = Taglio in dir. Y locale nodo finale (0=sbloccato, 1=bloccato) Tzf = Taglio in dir. Z locale nodo finale (0=sbloccato, 1=bloccato) Mxf = Momento intorno all'asse X locale nodo finale (0=sbloccato, 1=bloccato) Myf = Momento intorno all'asse Y locale nodo finale (0=sbloccato, 1=bloccato) Mzf = Momento intorno all'asse Z locale nodo finale (0=sbloccato, 1=bloccato) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Va Comm. Tipo Ni Tyi Tzi Mxi Myi Mzi Nf Tyf Tzf Mxf Myf Mzf Kt <kg/cmc> ---------------------------------------------------------------------- 1 Inc+Inc N 1 1 1 1 1 1 1 1 1 1 1 1 ELENCO ASTE

TRAVATE FONDAZIONI

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TRAVATE PIANO COPERTURA

Simbologia Asta = Numero dell'asta N1 = Nodo iniziale N2 = Nodo finale Sez. = Numero della sezione Va = Numero del vincolo asta Par. = Numero dei parametri aggiuntivi Rot. = Rotazione FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Dz1 = Scost. filo fisso Z1 Dz2 = Scost. filo fisso Z2 Asta N1 N2 Sez. Va Par. Rot. FF Dy1 Dy2 Dz1 Dz2 <grad> <cm> <cm> <cm> <cm> ------------------------------------------------------- 1 1 101 1 1 0.00 55 0 0 0 0 2 2 102 1 1 0.00 55 0 0 0 0 3 3 103 1 1 0.00 55 0 0 0 0

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4 4 104 1 1 0.00 55 0 0 0 0 5 5 105 1 1 0.00 55 0 0 0 0 6 6 106 1 1 0.00 55 0 0 0 0 11 11 111 1 1 0.00 55 0 0 0 0 12 12 112 1 1 0.00 55 0 0 0 0 13 13 113 1 1 0.00 55 0 0 0 0 14 14 114 1 1 0.00 55 0 0 0 0 15 15 115 1 1 0.00 55 0 0 0 0 16 16 116 1 1 0.00 55 0 0 0 0 21 21 121 1 1 0.00 55 0 0 0 0 26 26 126 1 1 0.00 55 0 0 0 0 85 -11 -5 3 1 0.00 55 0 0 0 0 86 -10 -4 3 1 0.00 55 0 0 0 0 87 -9 -3 3 1 0.00 55 0 0 0 0 88 -8 -2 3 1 0.00 55 0 0 0 0 101 103 104 2 1 0.00 33 0 0 -85 0 101 104 105 7 1 0.00 33 0 0 55 55 101 105 106 2 1 0.00 33 0 0 0 0 102 -2 -3 2 1 0.00 22 0 0 0 0 102 -3 -4 2 1 0.00 22 0 0 -85 0 102 -4 -5 2 1 0.00 22 0 0 55 55 102 -5 126 2 1 0.00 22 0 0 0 0 103 113 114 2 1 0.00 11 0 0 -85 0 103 114 115 7 1 0.00 11 0 0 55 55 103 115 116 2 1 0.00 11 0 0 0 0 104 101 121 2 1 0.00 22 0 0 0 0 104 121 111 2 1 0.00 22 0 0 0 0 105 102 -23 11 1 0.00 22 0 0 0 0 105 -23 -2 11 1 0.00 22 0 0 0 0 105 -2 -25 11 1 0.00 22 0 0 0 0 105 -25 112 11 1 0.00 22 0 0 0 0 106 103 -3 6 1 0.00 22 0 0 0 0 106 -3 113 6 1 0.00 22 0 0 0 0 107 104 -4 5 1 0.00 22 0 0 55 55 107 -4 114 5 1 0.00 22 0 0 55 55 108 105 -5 5 1 0.00 22 0 0 55 55 108 -5 115 5 1 0.00 22 0 0 55 55 109 106 126 2 1 0.00 22 0 0 0 0 109 126 116 2 1 0.00 22 0 0 0 0 110 121 -8 8 1 0.00 22 0 0 0 0 114 102 -24 11 1 0.00 22 0 0 0 0 114 -24 -8 11 1 0.00 22 0 0 0 0 114 -8 -26 11 1 0.00 22 0 0 0 0 114 -26 112 11 1 0.00 22 0 0 0 0 115 103 -9 2 1 0.00 22 0 0 0 0 115 -9 113 2 1 0.00 22 0 0 0 0 116 104 -10 2 1 0.00 22 0 0 55 55 116 -10 114 2 1 0.00 22 0 0 55 55 117 105 -11 2 1 0.00 22 0 0 55 55 117 -11 115 2 1 0.00 22 0 0 55 55 121 101 102 2 1 0.00 33 0 0 0 0 121 102 103 2 1 0.00 33 0 0 0 0 123 111 112 2 1 0.00 11 0 0 0 0 123 112 113 2 1 0.00 11 0 0 0 0 401 1 2 4 1 0.00 22 0 0 0 0 401 2 3 4 1 0.00 22 0 0 0 0 401 3 4 4 1 0.00 22 0 0 0 0 401 4 5 4 1 0.00 22 0 0 0 0 401 5 6 4 1 0.00 22 0 0 0 0 403 11 12 4 1 0.00 22 0 0 0 0 403 12 13 4 1 0.00 22 0 0 0 0 403 13 14 4 1 0.00 22 0 0 0 0 403 14 15 4 1 0.00 22 0 0 0 0 403 15 16 4 1 0.00 22 0 0 0 0 404 1 -19 4 1 0.00 22 0 0 0 0 404 -19 21 4 1 0.00 22 0 0 0 0 404 21 -20 4 1 0.00 22 0 0 0 0 404 -20 11 4 1 0.00 22 0 0 0 0 405 2 22 9 1 0.00 22 0 0 0 0 405 22 12 9 1 0.00 22 0 0 0 0 406 3 23 9 1 0.00 22 0 0 0 0 406 23 13 9 1 0.00 22 0 0 0 0 407 4 24 9 1 0.00 22 0 0 0 0 407 24 14 9 1 0.00 22 0 0 0 0 408 5 25 9 1 0.00 22 0 0 0 0 408 25 15 9 1 0.00 22 0 0 0 0 409 6 -22 4 1 0.00 22 0 0 0 0 409 -22 26 4 1 0.00 22 0 0 0 0 409 26 -21 4 1 0.00 22 0 0 0 0 409 -21 16 4 1 0.00 22 0 0 0 0 411 21 27 10 1 0.00 22 0 0 0 0 411 27 22 10 1 0.00 22 0 0 0 0 411 22 28 10 1 0.00 22 0 0 0 0 411 28 23 10 1 0.00 22 0 0 0 0 411 23 29 10 1 0.00 22 0 0 0 0 411 29 33 10 1 0.00 22 0 0 0 0 411 33 30 10 1 0.00 22 0 0 0 0 411 30 24 10 1 0.00 22 0 0 0 0 411 24 31 10 1 0.00 22 0 0 0 0 411 31 25 10 1 0.00 22 0 0 0 0 411 25 32 10 1 0.00 22 0 0 0 0 411 32 26 10 1 0.00 22 0 0 0 0 ELENCO TIPI PLINTI Simbologia Tl = Numero del tipo plinto Tipo = Tipologia Gra = Gradoni Pir = Piramidale T3 = Triangolare 3 pali T3B = Triangolare 3 pali + bicchiere R = Rettangolare RB = Rettangolare + bicchiere R1 = Rettangolare 1 palo R1B = Rettangolare 1 palo + bicchiere

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R2x = Rettangolare 2 pali dir. X R2xB = Rettangolare 2 pali dir. X + bicchiere R2y = Rettangolare 2 pali dir. Y R2B = Rettangolare 2 pali dir. Y + bicchiere R4 = Rettangolare 4 pali R4B = Rettangolare 4 pali + bicchiere P5 = Pentagonale 5 pali P5B = Pentagonale 5 pali + bicchiere E6 = Esagonale 6 pali E6B = Esagonale 6 pali + bicchiere Comm. = Commento a = Distanza del bordo del plinto dai pali H = Altezza plinto D = Diametro pali Crit. = Numero del criterio di progetto Tl Tipo Comm. a H D Crit. <m> <m> <m> ------------------------------------------ 1 R1 plinto 1 palo 0.10 0.50 0.50 1 ELENCO PLINTI Simbologia L = Plinto Tl = Numero del tipo plinto Nodo = Nodo plinto L Tl Nodo L Tl Nodo L Tl Nodo L Tl Nodo L Tl Nodo L Tl Nodo L Tl Nodo L Tl Nodo ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 1 1 1 2 1 2 3 1 3 4 1 4 5 1 5 6 1 6 11 1 11 12 1 12 13 1 13 14 1 14 15 1 15 16 1 16 21 1 21 26 1 26 ELENCO TIPI SOLAI Simbologia Ts = Numero del tipo solaio Comm. = Commento Qp = Carico permanente Qa = Carico accidentale Rip. ter. = Ripartizione su aste terminali Rip. int. = Ripartizione su aste interne s = Coeff. di riduzione φ = Coeff. φ Hs = Altezza solaio Sc = Spessore cappa Crit. = Numero del criterio di progetto Ts Comm. Qp Qa Rip. ter. Rip. int. s φ Hs Sc Crit. <kg/mq> <kg/mq> <cm> <cm> ------------------------------------------------------------------------------- 1 solaio cop 469.00 150.00 50.00 50.00 0.33 1.00 30 4 1 2 solaio muretti 873.00 150.00 50.00 50.00 0.33 1.00 30 4 1 3 platea 0.00 1000.00 50.00 50.00 1.00 1.00 40 4 1 ELENCO SOLAI Simbologia Sol. = Numero del solaio Ts = Numero del tipo solaio Ord. = Orditura Nodi = Nodi del solaio Sol. Ts Ord. Nodi Sol. Ts Ord. Nodi <grad> <grad> ------------------------------------------- ------------------------------------------- 0 1 0.00 102 -23 -2 -3 103 0 1 0.00 103 -3 -4 104 0 1 0.00 104 -4 -5 105 0 1 0.00 105 -5 126 106 0 1 0.00 -2 -25 112 113 -3 0 1 0.00 -3 113 114 -4 0 1 0.00 -4 114 115 -5 0 1 0.00 -5 115 116 126 0 2 0.00 101 102 -24 -8 121 0 2 0.00 121 -8 -26 112 111 0 3 90.00 25 32 26 -21 16 15 0 3 90.00 23 29 33 30 24 14 13 0 3 90.00 5 6 -22 26 32 25 0 3 90.00 24 31 25 15 14 0 3 90.00 22 28 23 13 12 0 3 90.00 1 2 22 27 21 -19 0 3 90.00 22 28 23 3 2 0 3 90.00 23 29 33 30 24 4 3 0 3 90.00 24 31 25 5 4 0 3 90.00 21 27 22 12 11 -20 CONDIZIONI DI CARICO ELEMENTARI Simbologia CCE = Numero della condizione di carico elementare Comm. = Commento s = Coeff. di riduzione Mx = Moltiplicatore della massa in dir. X My = Moltiplicatore della massa in dir. Y Mz = Moltiplicatore della massa in dir. Z Jpx = Moltiplicatore del momento d'inerzia intorno all'asse X Jpy = Moltiplicatore del momento d'inerzia intorno all'asse Y Jpz = Moltiplicatore del momento d'inerzia intorno all'asse Z CCE Comm. s Mx My Mz Jpx Jpy Jpz -------------------------------------------------- 1 PESO-QPER 1.00 1.00 1.00 0.00 0.00 0.00 1.00 2 qacc 1.00 1.00 1.00 0.00 0.00 0.00 1.00 3 gronde-tamp 1.00 1.00 1.00 0.00 0.00 0.00 1.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 1: PESO-QPER CARICHI DISTRIBUITI

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Simbologia Asta = Numero dell'asta N1 = Nodo iniziale N2 = Nodo finale S = Numero del solaio di provenienza T = Tipo di carico QA = Carico accidentale da solaio QP = Carico permanente da solaio PP = Peso proprio M = Manuale DC = Direzione del carico XG,YG,ZG = secondo gli assi Globali XL,YL,ZL = secondo gli assi Locali Xi = Distanza iniziale Qi = Carico iniziale Xf = Distanza finale Qf = Carico finale Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf <m> <kg/m> <m> <kg/m> <m> <kg/m> <m> <kg/m> ----------------------------------------------- ----------------------------------------------- 1 1 101 -- PP ZG 0.00 500.00 5.15 500.00 2 2 102 -- PP ZG 0.00 500.00 5.15 500.00 3 3 103 -- PP ZG 0.00 500.00 5.15 500.00 4 4 104 -- PP ZG 0.00 500.00 4.30 500.00 5 5 105 -- PP ZG 0.00 500.00 4.30 500.00 6 6 106 -- PP ZG 0.00 500.00 4.30 500.00 11 11 111 -- PP ZG 0.00 500.00 5.15 500.00 12 12 112 -- PP ZG 0.00 500.00 5.15 500.00 13 13 113 -- PP ZG 0.00 500.00 5.15 500.00 14 14 114 -- PP ZG 0.00 500.00 4.30 500.00 15 15 115 -- PP ZG 0.00 500.00 4.30 500.00 16 16 116 -- PP ZG 0.00 500.00 4.30 500.00 21 21 121 -- PP ZG 0.00 500.00 5.15 500.00 26 26 126 -- PP ZG 0.00 500.00 6.00 500.00 85 -11 -5 -- PP ZG 0.00 312.50 1.70 312.50 86 -10 -4 -- PP ZG 0.00 312.50 1.70 312.50 87 -9 -3 -- PP ZG 0.00 312.50 1.70 312.50 88 -8 -2 -- PP ZG 0.00 312.50 1.70 312.50 101 103 104 -- PP ZG 0.00 312.50 9.04 312.50 101 104 105 -- PP ZG 0.00 656.25 7.80 656.25 101 105 106 -- PP ZG 0.00 312.50 7.80 312.50 102 -2 -3 -- PP ZG 0.00 312.50 7.20 312.50 102 -3 -4 -- PP ZG 0.00 312.50 9.04 312.50 102 -4 -5 -- PP ZG 0.00 312.50 7.80 312.50 102 -5 126 -- PP ZG 0.00 312.50 7.80 312.50 103 113 114 -- PP ZG 0.00 312.50 9.04 312.50 103 114 115 -- PP ZG 0.00 656.25 7.80 656.25 103 115 116 -- PP ZG 0.00 312.50 7.80 312.50 104 101 121 0 QP ZG 0.00 3142.80 5.50 3142.80 104 101 121 -- PP ZG 0.00 312.50 5.50 312.50 104 121 111 0 QP ZG 0.00 3142.80 5.50 3142.80 104 121 111 -- PP ZG 0.00 312.50 5.50 312.50 105 102 -23 0 QP ZG 0.00 1688.40 2.88 1688.40 105 102 -23 -- PP ZG 0.00 468.75 2.88 468.75 105 -23 -2 0 QP ZG 0.00 1688.40 2.88 1688.40 105 -23 -2 -- PP ZG 0.00 468.75 2.88 468.75 105 -2 -25 0 QP ZG 0.00 1688.40 2.88 1688.40 105 -2 -25 -- PP ZG 0.00 468.75 2.88 468.75 105 -25 112 0 QP ZG 0.00 1688.40 2.88 1688.40 105 -25 112 -- PP ZG 0.00 468.75 2.88 468.75 106 103 -3 0 QP ZG 0.00 2119.07 5.76 2119.07 106 103 -3 0 QP ZG 0.00 1688.40 5.76 1688.40 106 103 -3 -- PP ZG 0.00 812.50 5.76 812.50 106 -3 113 0 QP ZG 0.00 1688.40 5.76 1688.40 106 -3 113 0 QP ZG 0.00 2119.07 5.76 2119.07 106 -3 113 -- PP ZG 0.00 812.50 5.76 812.50 107 104 -4 0 QP ZG 0.00 2119.07 5.76 2119.07 107 104 -4 0 QP ZG 0.00 1829.10 5.76 1829.10 107 104 -4 -- PP ZG 0.00 531.25 5.76 531.25 107 -4 114 0 QP ZG 0.00 2119.07 5.76 2119.07 107 -4 114 0 QP ZG 0.00 1829.10 5.76 1829.10 107 -4 114 -- PP ZG 0.00 531.25 5.76 531.25 108 105 -5 0 QP ZG 0.00 1829.10 5.76 1829.10 108 105 -5 0 QP ZG 0.00 1829.10 5.76 1829.10 108 105 -5 -- PP ZG 0.00 531.25 5.76 531.25 108 -5 115 0 QP ZG 0.00 1829.10 5.76 1829.10 108 -5 115 0 QP ZG 0.00 1829.10 5.76 1829.10 108 -5 115 -- PP ZG 0.00 531.25 5.76 531.25 109 106 126 0 QP ZG 0.00 1829.10 5.76 1829.10 109 106 126 -- PP ZG 0.00 312.50 5.76 312.50 109 126 116 0 QP ZG 0.00 1829.10 5.76 1829.10 109 126 116 -- PP ZG 0.00 312.50 5.76 312.50 110 121 -8 -- PP ZG 0.00 375.00 7.20 375.00 114 102 -24 0 QP ZG 0.00 3142.80 2.75 3142.80 114 102 -24 -- PP ZG 0.00 468.75 2.75 468.75 114 -24 -8 0 QP ZG 0.00 3142.80 2.75 3142.80 114 -24 -8 -- PP ZG 0.00 468.75 2.75 468.75 114 -8 -26 0 QP ZG 0.00 3142.80 2.75 3142.80 114 -8 -26 -- PP ZG 0.00 468.75 2.75 468.75 114 -26 112 0 QP ZG 0.00 3142.80 2.75 3142.80 114 -26 112 -- PP ZG 0.00 468.75 2.75 468.75 115 103 -9 -- PP ZG 0.00 312.50 5.50 312.50 115 -9 113 -- PP ZG 0.00 312.50 5.50 312.50 116 104 -10 -- PP ZG 0.00 312.50 5.50 312.50 116 -10 114 -- PP ZG 0.00 312.50 5.50 312.50 117 105 -11 -- PP ZG 0.00 312.50 5.50 312.50 117 -11 115 -- PP ZG 0.00 312.50 5.50 312.50 121 101 102 -- PP ZG 0.00 312.50 7.20 312.50 121 102 103 -- PP ZG 0.00 312.50 7.20 312.50 123 111 112 -- PP ZG 0.00 312.50 7.20 312.50 123 112 113 -- PP ZG 0.00 312.50 7.20 312.50 401 1 2 -- PP ZG 0.00 1050.00 7.20 1050.00 401 2 3 -- PP ZG 0.00 1050.00 7.20 1050.00 401 3 4 -- PP ZG 0.00 1050.00 9.00 1050.00 401 4 5 -- PP ZG 0.00 1050.00 7.80 1050.00 401 5 6 -- PP ZG 0.00 1050.00 7.80 1050.00 403 11 12 -- PP ZG 0.00 1050.00 7.20 1050.00 403 12 13 -- PP ZG 0.00 1050.00 7.20 1050.00 403 13 14 -- PP ZG 0.00 1050.00 9.00 1050.00 403 14 15 -- PP ZG 0.00 1050.00 7.80 1050.00 403 15 16 -- PP ZG 0.00 1050.00 7.80 1050.00 404 1 -19 -- PP ZG 0.00 1050.00 3.67 1050.00 404 -19 21 -- PP ZG 0.00 1050.00 1.83 1050.00 404 21 -20 -- PP ZG 0.00 1050.00 1.83 1050.00 404 -20 11 -- PP ZG 0.00 1050.00 3.67 1050.00 405 2 22 -- PP ZG 0.00 500.00 5.50 500.00 405 22 12 -- PP ZG 0.00 500.00 5.50 500.00 406 3 23 -- PP ZG 0.00 500.00 5.50 500.00 406 23 13 -- PP ZG 0.00 500.00 5.50 500.00 407 4 24 -- PP ZG 0.00 500.00 5.50 500.00 407 24 14 -- PP ZG 0.00 500.00 5.50 500.00 408 5 25 -- PP ZG 0.00 500.00 5.50 500.00 408 25 15 -- PP ZG 0.00 500.00 5.50 500.00 409 6 -22 -- PP ZG 0.00 1050.00 3.67 1050.00 409 -22 26 -- PP ZG 0.00 1050.00 1.83 1050.00 409 26 -21 -- PP ZG 0.00 1050.00 1.83 1050.00 409 -21 16 -- PP ZG 0.00 1050.00 3.67 1050.00 411 21 27 -- PP ZG 0.00 700.00 3.60 700.00 411 27 22 -- PP ZG 0.00 700.00 3.60 700.00 411 22 28 -- PP ZG 0.00 700.00 3.60 700.00 411 28 23 -- PP ZG 0.00 700.00 3.60 700.00 411 23 29 -- PP ZG 0.00 700.00 3.00 700.00 411 29 33 -- PP ZG 0.00 700.00 1.50 700.00 411 33 30 -- PP ZG 0.00 700.00 1.50 700.00 411 30 24 -- PP ZG 0.00 700.00 3.00 700.00 411 24 31 -- PP ZG 0.00 700.00 3.90 700.00 411 31 25 -- PP ZG 0.00 700.00 3.90 700.00 411 25 32 -- PP ZG 0.00 700.00 3.90 700.00 411 32 26 -- PP ZG 0.00 700.00 3.90 700.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 2: qacc CARICHI DISTRIBUITI Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf <m> <kg/m> <m> <kg/m> <m> <kg/m> <m> <kg/m> ---------------------------------------------- ---------------------------------------------- 104 101 121 0 QA ZG 0.00 540.00 5.50 540.00 104 121 111 0 QA ZG 0.00 540.00 5.50 540.00 105 102 -23 0 QA ZG 0.00 515.92 2.88 515.92 105 -23 -2 0 QA ZG 0.00 515.92 2.88 515.92 105 -2 -25 0 QA ZG 0.00 515.92 2.88 515.92 105 -25 112 0 QA ZG 0.00 515.92 2.88 515.92 106 103 -3 0 QA ZG 0.00 644.65 5.76 644.65 106 103 -3 0 QA ZG 0.00 515.92 5.76 515.92 106 -3 113 0 QA ZG 0.00 515.92 5.76 515.92 106 -3 113 0 QA ZG 0.00 644.65 5.76 644.65 107 104 -4 0 QA ZG 0.00 644.65 5.76 644.65 107 104 -4 0 QA ZG 0.00 558.91 5.76 558.91 107 -4 114 0 QA ZG 0.00 644.65 5.76 644.65 107 -4 114 0 QA ZG 0.00 558.91 5.76 558.91 108 105 -5 0 QA ZG 0.00 558.91 5.76 558.91 108 105 -5 0 QA ZG 0.00 558.91 5.76 558.91 108 -5 115 0 QA ZG 0.00 558.91 5.76 558.91 108 -5 115 0 QA ZG 0.00 558.91 5.76 558.91 109 106 126 0 QA ZG 0.00 558.91 5.76 558.91 109 126 116 0 QA ZG 0.00 558.91 5.76 558.91 114 102 -24 0 QA ZG 0.00 540.00 2.75 540.00 114 -24 -8 0 QA ZG 0.00 540.00 2.75 540.00 114 -8 -26 0 QA ZG 0.00 540.00 2.75 540.00 114 -26 112 0 QA ZG 0.00 540.00 2.75 540.00 401 1 2 0 QA ZG 0.00 2750.00 7.20 2750.00 401 2 3 0 QA ZG 0.00 2750.00 7.20 2750.00 401 3 4 0 QA ZG 0.00 2750.00 9.00 2750.00 401 4 5 0 QA ZG 0.00 2750.00 7.80 2750.00

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401 5 6 0 QA ZG 0.00 2750.00 7.80 2750.00 403 11 12 0 QA ZG 0.00 2750.00 7.20 2750.00 403 12 13 0 QA ZG 0.00 2750.00 7.20 2750.00 403 13 14 0 QA ZG 0.00 2750.00 9.00 2750.00 403 14 15 0 QA ZG 0.00 2750.00 7.80 2750.00 403 15 16 0 QA ZG 0.00 2750.00 7.80 2750.00 411 21 27 0 QA ZG 0.00 2750.00 3.60 2750.00 411 21 27 0 QA ZG 0.00 2750.00 3.60 2750.00 411 27 22 0 QA ZG 0.00 2750.00 3.60 2750.00 411 27 22 0 QA ZG 0.00 2750.00 3.60 2750.00 411 22 28 0 QA ZG 0.00 2750.00 3.60 2750.00 411 22 28 0 QA ZG 0.00 2750.00 3.60 2750.00 411 28 23 0 QA ZG 0.00 2750.00 3.60 2750.00 411 28 23 0 QA ZG 0.00 2750.00 3.60 2750.00 411 23 29 0 QA ZG 0.00 2750.00 3.00 2750.00 411 23 29 0 QA ZG 0.00 2750.00 3.00 2750.00 411 29 33 0 QA ZG 0.00 2750.00 1.50 2750.00 411 29 33 0 QA ZG 0.00 2750.00 1.50 2750.00 411 33 30 0 QA ZG 0.00 2750.00 1.50 2750.00 411 33 30 0 QA ZG 0.00 2750.00 1.50 2750.00 411 30 24 0 QA ZG 0.00 2750.00 3.00 2750.00 411 30 24 0 QA ZG 0.00 2750.00 3.00 2750.00 411 24 31 0 QA ZG 0.00 2750.00 3.90 2750.00 411 24 31 0 QA ZG 0.00 2750.00 3.90 2750.00 411 31 25 0 QA ZG 0.00 2750.00 3.90 2750.00 411 31 25 0 QA ZG 0.00 2750.00 3.90 2750.00 411 25 32 0 QA ZG 0.00 2750.00 3.90 2750.00 411 25 32 0 QA ZG 0.00 2750.00 3.90 2750.00 411 32 26 0 QA ZG 0.00 2750.00 3.90 2750.00 411 32 26 0 QA ZG 0.00 2750.00 3.90 2750.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 3: gronde-tamp CARICHI DISTRIBUITI Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf <m> <kg/m> <m> <kg/m> <m> <kg/m> <m> <kg/m> ---------------------------------------------- ---------------------------------------------- 101 103 104 -- M ZG 0.00 721.00 9.04 721.00 101 104 105 -- M ZG 0.00 721.00 7.80 721.00 101 105 106 -- M ZG 0.00 721.00 7.80 721.00 103 113 114 -- M ZG 0.00 721.00 9.04 721.00 103 114 115 -- M ZG 0.00 721.00 7.80 721.00 103 115 116 -- M ZG 0.00 721.00 7.80 721.00 104 101 121 -- M ZG 0.00 721.00 5.50 721.00 104 121 111 -- M ZG 0.00 721.00 5.50 721.00 109 106 126 -- M ZG 0.00 258.00 5.76 258.00 109 126 116 -- M ZG 0.00 258.00 5.76 258.00 121 101 102 -- M ZG 0.00 721.00 7.20 721.00 121 102 103 -- M ZG 0.00 721.00 7.20 721.00 123 111 112 -- M ZG 0.00 721.00 7.20 721.00 123 112 113 -- M ZG 0.00 721.00 7.20 721.00 401 1 2 -- M ZG 0.00 1733.00 7.20 1733.00 401 2 3 -- M ZG 0.00 1733.00 7.20 1733.00 401 3 4 -- M ZG 0.00 1435.00 9.00 1435.00 401 4 5 -- M ZG 0.00 1627.00 7.80 1627.00 401 5 6 -- M ZG 0.00 1435.00 7.80 1435.00 403 11 12 -- M ZG 0.00 1733.00 7.20 1733.00 403 12 13 -- M ZG 0.00 1733.00 7.20 1733.00 403 13 14 -- M ZG 0.00 1435.00 9.00 1435.00 403 14 15 -- M ZG 0.00 1627.00 7.80 1627.00 403 15 16 -- M ZG 0.00 1435.00 7.80 1435.00 404 1 -19 -- M ZG 0.00 1733.00 3.67 1733.00 404 -19 21 -- M ZG 0.00 1733.00 1.83 1733.00 404 21 -20 -- M ZG 0.00 1733.00 1.83 1733.00 404 -20 11 -- M ZG 0.00 1733.00 3.67 1733.00 409 6 -22 -- M ZG 0.00 1435.00 3.67 1435.00 409 -22 26 -- M ZG 0.00 1435.00 1.83 1435.00 409 26 -21 -- M ZG 0.00 1435.00 1.83 1435.00 409 -21 16 -- M ZG 0.00 1435.00 3.67 1435.00 PARAMETRI DI CALCOLO La modellazione della struttura e la rielaborazione dei risultati del calcolo sono stati effettuati con: ModeSt ver. 7.8, prodotto da Tecnisoft s.a.s. - Prato La struttura è stata calcolata utilizzando come solutore agli elementi finiti: Xfinest ver. 8.0, prodotto da Ce.A.S. S.r.l. - Milano Tipo di normativa: tensioni ammissibili Tipo di calcolo: analisi sismica dinamica Schematizzazione piani rigidi: Imp.1: metodo Master-Slave solo per forze orizzontali Modalità di recupero masse secondarie: trasferire all'impalcato più vicino con modifica XY baricentro Opzioni di calcolo: - Sono state considerate infinitamente rigide le zone di connessione fra travi, pilastri ed elementi bidimensionali con una riduzione del 20% - Calcolo con offset rigidi dai nodi: no - Uniformare i carichi variabili: no - Massimizzare i carichi variabili: no - Minimo carico da considerare: 0 <kg/m> - Recupero carichi zone rigide: taglio e momento flettente - Modalità di combinazione momento torcente: disaccoppiare le azioni Opzioni del solutore: - Tipo di elemento bidimensionale: ISOSHELL - Trascura deformabilità a taglio delle aste: No - Analisi dinamica con metodo di Lanczos: No - Check sequenza di Sturm: Si - Soluzione matrice con metodo ver. 5.1: No - Analisi non lineare con Newton modificato: No - Usa formulazione secante per Buckling: No - Trascura Buckling torsionale: No Dati di calcolo: - Grado di sismicità: 9 - Coeff. di protezione: 1 - Coeff. di fondazione: 1 - Coeff. di struttura: 1 - Angolo di ingresso del sisma: 0.00 <grad> - Modi richiesti da calcolare: 3 - Modi da considerare: tali da movimentare una percentuale di massa pari a 85% - Spettro di risposta di progetto previsto dalla normativa Italiana smorzamento spettro: 0% CONDIZIONI DI CARICO ELEMENTARI: Simbologia CCE = Numero della condizione di carico elementare Comm. = Commento s = Coeff. di riduzione Mx = Moltiplicatore della massa in dir. X My = Moltiplicatore della massa in dir. Y Mz = Moltiplicatore della massa in dir. Z Jpx = Moltiplicatore del momento d'inerzia intorno all'asse X Jpy = Moltiplicatore del momento d'inerzia intorno all'asse Y Jpz = Moltiplicatore del momento d'inerzia intorno all'asse Z CCE Comm. s Mx My Mz Jpx Jpy Jpz --------------------------------------------------- 1 PESO-QPER 1.00 1.00 1.00 0.00 0.00 0.00 1.00 2 qacc 1.00 1.00 1.00 0.00 0.00 0.00 1.00 3 gronde-tamp 1.00 1.00 1.00 0.00 0.00 0.00 1.00

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4 Sisma dir. X -- -- -- -- -- -- -- 5 Sisma dir. Y -- -- -- -- -- -- -- COMBINAZIONI DELLE CCE: Simbologia CC = Numero della combinazione delle condizioni di carico elementari Comm. = Commento An. = Tipo di analisi L = Lineare NL = Non lineare Bk = Buckling S = Si N = No CC Comm. An. Bk 1 2 3 ±S X ±S Y ---------------------------------------------------- 1 Carichi verticali L N 1.00 1.00 1.00 0.00 0.00 2 Sisma dir. X L N 1.00 1.00 1.00 1.00 0.00 3 Sisma dir. Y L N 1.00 1.00 1.00 0.00 1.00 ELENCO BARICENTRI E MASSE IMPALCATI: Simbologia Imp. = Numero dell'impalcato X = Coordinata X Y = Coordinata Y Z = Coordinata Z Mo = Massa orizzontale Jpz = Momento d'inerzia polare intorno all'asse Z Diff.% = Differenza percentuale della massa rispetto all'impalcato precedente Imp. X Y Z Mo Jpz Diff.% <m> <m> <m> <KG> <KG*mq> ----------------------------------------------- 1 17.21 5.50 5.23 49052.62 7841312.00 0.00 ELENCO MODI DI VIBRARE E MASSE PARTECIPANTI ALLO SLU: Simbologia Modo = Numero del modo di vibrare C = * indica che il modo è stato considerato Per. = Periodo Diff. = Minima differenza percentuale dagli altri periodi %Mx = Percentuale massa partecipante in dir. X %My = Percentuale massa partecipante in dir. Y %Mz = Percentuale massa partecipante in dir. Z %Jpz = Percentuale momento d’inerzia polare partecipante intorno all’asse Z Modo C Per. Diff. %Mx %My %Mz %Jpz ---------------------------------------------------- 1 * 0.4642 1.62 100.000 0.000 0.000 0.000 2 * 0.4568 1.62 0.000 89.013 0.000 10.987 3 * 0.3337 36.90 0.000 10.987 0.000 89.013 Tot.cons. 100.00 100.00 0.00 100.00 ELENCO COEFFICENTI DI RISPOSTA E DI PARTECIPAZIONE: Simbologia Modo = Numero del modo di vibrare Coeff. risp. X = Coefficiente di risposta in dir. X Coeff. risp. Y = Coefficiente di risposta in dir. Y Coeff. risp. Z = Coefficiente di risposta in dir. Z Coeff. part. α = Coefficiente di partecipazione in dir. α Coeff. part. α+90 = Coefficiente di partecipazione in dir. α+90 Modo Coeff. risp. X Coeff. risp. Y Coeff. risp. Z Coeff. part. α Coeff. part. α+90 ---------------------------------------------------------------------------------- 1 1.00 1.00 1.00 221.48 0.00 2 1.00 1.00 1.00 -0.00 208.96 3 1.00 1.00 1.00 -0.00 73.41 SPOSTAMENTI RELATIVI MASSIMI ALLE TA: Simbologia N1 = Nodo1 N2 = Nodo2 h = Altezza teorica δ = Spostamento relativo tra i due nodi δ/h = Rapporto (moltiplicato per 1000) tra lo spostamento relativo e l'altezza CC = Numero della combinazione delle condizioni di carico elementari N1 N2 h δ δ/h CC N1 N2 h δ δ/h CC N1 N2 h δ δ/h CC <m> <cm> <m> <cm> <m> <cm> ----------------------------- ----------------------------- ----------------------------- 1 101 5.15 0.97233 1.888 3 2 102 5.15 0.88639 1.721 3 3 103 5.15 0.76649 1.488 2 4 104 4.30 0.77330 1.798 2 5 105 4.30 0.77471 1.802 2 6 106 4.30 0.77744 1.808 2 11 111 5.15 0.97396 1.891 3 12 112 5.15 0.88349 1.716 3 13 113 5.15 0.76649 1.488 2 14 114 4.30 0.77330 1.798 2 15 115 4.30 0.77471 1.802 2 16 116 4.30 0.77744 1.808 2 21 121 5.15 0.96384 1.872 3 26 126 6.00 0.78950 1.316 2 -11 -5 1.70 0.03622 0.213 2 -10 -4 1.70 0.00396 0.023 2 -9 -3 1.70 0.01249 0.073 2 -8 -2 1.70 0.04528 0.266 2 REAZIONI VINCOLARI

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Simbologia Nodo = Numero del nodo Rx = Reazione vincolare (forza) in dir. X CC = Numero della combinazione delle condizioni di carico elementari Ry = Reazione vincolare (forza) in dir. Y Rz = Reazione vincolare (forza) in dir. Z Mx = Reazione vincolare (momento) intorno all'asse X My = Reazione vincolare (momento) intorno all'asse Y Mz = Reazione vincolare (momento) intorno all'asse Z Nodo Rx CC Ry CC Rz CC Mx CC My CC Mz CC <kg> <kg> <kg> <kgm> <kgm> <kgm> ------------------------------------------------------------------------ -22 Max 38.53 3 0.00 1 8499.05 3 0.00 1 0.00 1 0.00 1 -22 Min. -0.60 3 0.00 1 5170.23 3 0.00 1 0.00 1 0.00 1 -21 Max 38.53 3 0.00 1 8499.05 3 0.00 1 0.00 1 0.00 1 -21 Min. -0.60 3 0.00 1 5170.23 3 0.00 1 0.00 1 0.00 1 1 Max 3632.88 2 5390.15 3 47045.52 3 0.00 1 0.00 1 0.00 1 1 Min. 585.68 2 -303.62 3 37638.55 3 0.00 1 0.00 1 0.00 1 2 Max 1965.43 2 6482.56 3 96119.45 3 0.00 1 0.00 1 0.00 1 2 Min. -2834.87 2 1007.52 3 91400.05 3 0.00 1 0.00 1 0.00 1 3 Max 3104.67 2 4919.81 3 95022.81 3 0.00 1 0.00 1 0.00 1 3 Min. -1169.16 2 498.19 3 91075.09 3 0.00 1 0.00 1 0.00 1 4 Max 3268.80 2 6120.27 3 97697.94 2 0.00 1 0.00 1 0.00 1 4 Min. -4197.56 2 2096.05 3 94543.13 2 0.00 1 0.00 1 0.00 1 5 Max 4634.68 2 5627.74 3 92629.69 3 0.00 1 0.00 1 0.00 1 5 Min. -3238.04 2 2231.64 3 89889.38 3 0.00 1 0.00 1 0.00 1 6 Max -713.41 2 3677.07 3 39805.64 3 0.00 1 0.00 1 0.00 1 6 Min. -5199.27 2 568.41 3 34608.84 3 0.00 1 0.00 1 0.00 1 11 Max 3632.88 2 303.62 3 47045.52 3 0.00 1 0.00 1 0.00 1 11 Min. 585.68 2 -5390.15 3 37638.55 3 0.00 1 0.00 1 0.00 1 12 Max 1965.43 2 -1007.52 3 96119.45 3 0.00 1 0.00 1 0.00 1 12 Min. -2834.87 2 -6482.56 3 91400.05 3 0.00 1 0.00 1 0.00 1 13 Max 3104.67 2 -498.19 3 95022.82 3 0.00 1 0.00 1 0.00 1 13 Min. -1169.16 2 -4919.81 3 91075.10 3 0.00 1 0.00 1 0.00 1 14 Max 3268.80 2 -2096.05 3 97697.95 2 0.00 1 0.00 1 0.00 1 14 Min. -4197.56 2 -6120.27 3 94543.14 2 0.00 1 0.00 1 0.00 1 15 Max 4634.68 2 -2231.64 3 92629.69 3 0.00 1 0.00 1 0.00 1 15 Min. -3238.04 2 -5627.74 3 89889.38 3 0.00 1 0.00 1 0.00 1 16 Max -713.41 2 -568.41 3 39805.64 3 0.00 1 0.00 1 0.00 1 16 Min. -5199.27 2 -3677.07 3 34608.84 3 0.00 1 0.00 1 0.00 1 21 Max 2296.73 2 4521.66 3 58903.66 2 0.00 1 0.00 1 0.00 1 21 Min. 397.11 2 -4521.66 3 56444.86 2 0.00 1 0.00 1 0.00 1 22 Max -5.82 1 3.17 3 23645.39 2 0.00 1 0.00 1 0.00 1 22 Min. -5.82 1 -3.17 3 23067.17 2 0.00 1 0.00 1 0.00 1 23 Max 5.84 1 1.03 3 26719.73 2 0.00 1 0.00 1 0.00 1 23 Min. 5.84 1 -1.03 3 26708.63 2 0.00 1 0.00 1 0.00 1 24 Max 5.35 1 0.61 3 27241.58 2 0.00 1 0.00 1 0.00 1 24 Min. 5.35 1 -0.61 3 27235.65 2 0.00 1 0.00 1 0.00 1 25 Max -3.66 1 2.95 3 25345.36 2 0.00 1 0.00 1 0.00 1 25 Min. -3.66 1 -2.95 3 24846.30 2 0.00 1 0.00 1 0.00 1 26 Max -438.03 2 1199.11 3 35746.41 2 0.00 1 0.00 1 0.00 1 26 Min. -2014.69 2 -1199.11 3 33365.36 2 0.00 1 0.00 1 0.00 1 27 Max 0.00 1 12.51 3 26323.09 2 0.00 1 0.00 1 0.00 1 27 Min. 0.00 1 -12.51 3 24067.96 2 0.00 1 0.00 1 0.00 1 28 Max 0.00 1 1.18 3 21404.60 2 0.00 1 0.00 1 0.00 1 28 Min. 0.00 1 -1.18 3 21299.23 2 0.00 1 0.00 1 0.00 1 31 Max 0.00 1 1.15 3 23643.41 2 0.00 1 0.00 1 0.00 1 31 Min. 0.00 1 -1.15 3 23582.24 2 0.00 1 0.00 1 0.00 1 32 Max 0.00 1 11.44 3 28167.53 2 0.00 1 0.00 1 0.00 1 32 Min. 0.00 1 -11.44 3 26206.86 2 0.00 1 0.00 1 0.00 1 33 Max 0.00 1 0.52 3 29103.71 2 0.00 1 0.00 1 0.00 1 33 Min. 0.00 1 -0.52 3 29043.84 2 0.00 1 0.00 1 0.00 1 PILASTRI IN C.A. Generali ------------------------------------------------------------------------------------------------- Pilastro prefabbricato No Tipo verifica di stabilità -Per N*Omega-M e per N-c*M (standard) Si -Per N*Omega-c*M (doppia) No -Per N*Omega (sforzo normale e momento nullo) No -Per c*M (momento e sforzo normale nullo) No Max angolo di piegatura ferri <grad> 20.0 Progettazione armatura di ripresa Si Minimizzazione armatura di ripresa No Minimizzazione area di ferro totale nella sezione No Verifiche in relazione Minimizzate Lunghezza ancoraggi -Lunghezza imposta come multiplo del diametro 40.0 Ancoraggi tutti uguali Si Piegatura ancoraggi per discontinuità Si Piegatura ancoraggi ferri di ripresa Si Staffatura a spirale pilastri circolari Si Cambiare le staffe nei nodi appartenenti all'impalcato 0 Se sul nodo incidono elementi Scala disegno sezioni pilastri 25 Scala disegno viste pilastri 50 Creazione tabelle pilastri Si -Tipo di tabella Armature disposte dal basso verso l'alto -Max lunghezza tavole <cm> 70.00 -Max altezza tavole <cm> 50.00 Creazione viste pilastri Si -Disegno ferri dentro pilastro in vista Si -Disegno staffe dentro pilastro in vista Si -Modalità di individuazione ferri -Modalità di indicazione ferri Mediante una tabella -Minimizzazione riferimenti Si Specifici 2 ---------------------------------------------------------------- Calcestruzzo -Rbk calcestruzzo <kg/cmq> 350 -Modulo elastico <kg/cmq> 337216.5 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 290.5

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-Resistenza caratteristica a trazione (Fctm) <kg/cmq> 20.2 -Gamma c per stati limite ultimi -Automatico x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 110.0 -Resistenza teorica a trazione <kg/cmq> 20.1 -Tauc0 <kg/cmq> 6.7 -Tauc1 <kg/cmq> 19.7 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 -Modulo elastico <kg/cmq> 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.0 -Gamma s per stati limite ultimi -Automatico x -Pari a -Sigma amm. acciaio <kg/cmq> 2600 -Sigma amm. reti e tralicci <kg/cmq> 2600 Coeff. di omogeneizzazione 15.0 Strategia di progetto RETTANG Copriferro reale al bordo staffa <cm> 1.0 Diametro staffa teorica <mm> 8 Continuità dei ferri nei nodi appartenenti all'impalcato 0 No Coeff. Beta in direzione Z locale 1.00 Coeff. Beta in direzione Y locale 1.00 Armatura secondo Circ. 65 del 10/04/97 No -Staffatura interna al nodo -Raffittimento staffe in testa e al piede del pilastro -Passo <cm> Verifiche a pressoflessione deviata No Elenco diametri ferri longitudinali 1 <mm> 16 Elenco diametri ferri longitudinali 2 <mm> 20 Elenco diametri ferri longitudinali 3 <mm> 24 Elenco diametri ferri longitudinali 4 <mm> Elenco diametri ferri longitudinali 5 <mm> Elenco diametri ferri longitudinali 6 <mm> Elenco diametri ferri longitudinali 7 <mm> Max distanza fra i ferri su un lato <cm> 30.0 Min. interferro ammissibile <cm> 7.0 Distanza fra i ferri di spigolo <cm> 3.0 Min. numero ferri per pilastri circolari 8 Reggistaffe aggiuntivi sezioni non rettangolari Si Fattore di riduzione Tauc0 per ancoraggio ferri 0.70 Elenco diametri staffe 1 <mm> 8 Elenco diametri staffe 2 <mm> 10 Elenco diametri staffe 3 <mm> Elenco diametri staffe 4 <mm> Elenco diametri staffe 5 <mm> Elenco diametri staffe 6 <mm> Elenco diametri staffe 7 <mm> Passi staffe -Minimo <cm> 4.0 -Massimo <cm> 30.0 -Incremento <cm> 2.0 Tipo di minimizzazione staffatura -Minimizza il numero delle staffe -Minimizza il peso delle staffe x Max distanza fra ferri non collegati <cm> 15.0 Max numero ferri non collegati 2 Collegamento ferri con staffe anziché con spilli Si Ferri orizzontali pareti realizzati con staffe No Quota di alleggerimento n. 1 <m> 3.00 Quota di alleggerimento n. 2 <m> 6.00 Quota di alleggerimento n. 3 <m> 0.00 Quota di alleggerimento n. 4 <m> 0.00 Quota di alleggerimento n. 5 <m> 0.00 Quota di alleggerimento n. 6 <m> 0.00 Quota di alleggerimento n. 7 <m> 0.00 Distanza fra ferri su più strati <cm> 1.0 Integrare lo scorrimento lungo il tratto No -Lunghezza del tratto 1 Gruppo di esigenza -Ambiente poco aggressivo x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette No -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante Controllo rapporto X/D No Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto alla barra più tesa non inferiore al <%> 30.0 -Tutte le barre in trazione TRAVI IN C.A. Generali --------------------------------------------------------------------------------------------------------------- Passo di progettazione <m> 0.30 Tipo di sollecitazioni zone rigide Smorzate Min. angolo per spinte a vuoto <grad> 10.00 Max differenza larghezza travi continue <cm> 5.00 Sequenza di progetto: PFS PRG URG SRG SFA PFA EAT PFP UFA UFS EFB UFA UFS ARF EFI CIF PST Max lunghezza barre <m> 12.00 Arrotondamento lunghezza ferri <cm> 50.00 Lunghezza ferri nei muri d'estremità <m> 1.20 Min. interferro ammissibile <cm> 2.00 Elenco diametri minimizzazione interferri <mm> 16 18 20 22 Riduzione ancoraggi -Nella zona compressa per flessione No -Nei punti inferiori della travata Si

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Considerare nel calcolo degli ancoraggi i risvolti specificati nei criteri generali di disegno No Interruzione reggistaffe in campata No Modalità di sovrapposizione reggistaffe Per garantire la copertura del momento negativo Modalità di unificazione reggistaffe Solo se la geometria della travata e la lunghezza totale delle barre lo consentono Min. percentuale di regolamento -Per le travi di fondazione No -Per le travi di elevazione Si Min. di armatura a taglio -Per le travi di fondazione Si -Per le travi di elevazione Si Tipo di armatura per taglio (T.A.) Mista Controllo passo e 12Fi Si Min. di regolamento a torsione nell'ala No Min. di regolamento nell'ala No Verifiche a flessione in relazione Minimizzate Verifiche a taglio in relazione Max scorrimento per taglio e torsione Tipo di distribuzione armatura eccedente Ripartita proporzionalmente per flessione, torsione e taglio Scala disegno travi 50 Scala disegno sezioni 25 Campitura sezioni Fitta Disegno sezione travi in falso Si Campitura travi in falso Fitta Campitura muri Rada Tipo di quotatura luci nette trave Con riferimento ai pilastri superiori Lunghezza monconi di pilastro Minimizzata Linee di riferimento quote Si Quotatura zone di staffatura No Quotatura zone di staffatura No Indicazione numero bracci staffe Solo se il numero è maggiore di due Disegno ferri dentro la trave Si Disegno esploso ferri di parete No Distanza fra ferri esplosi <cm> 0.10 Disegno reggistaffe aggiuntivi per travi a T e L Reggistaffe aggiuntivi tipo 3 Posizione staffe esterne In automatico Disegno staffe dentro la sezione Si Specifici 1 4 6 --------------------------------------------------------------------------------------------------- Calcestruzzo -Rbk calcestruzzo <kg/cmq> 350 350 300 -Modulo elastico <kg/cmq> 337216.5 337216.5 312202.0 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 290.5 290.5 249.0 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 20.2 20.2 18.2 -Gamma c per stati limite ultimi -Automatico x x x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 110.0 110.0 97.5 -Resistenza teorica a trazione <kg/cmq> 20.1 20.1 18.1 -Tauc0 <kg/cmq> 6.7 6.7 6.0 -Tauc1 <kg/cmq> 19.7 19.7 18.3 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 44 44 -Modulo elastico <kg/cmq> 2.06E+006 2.06E+006 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.0 4300.0 4300.0 -Gamma s per stati limite ultimi -Automatico x x x -Pari a -Sigma amm. acciaio <kg/cmq> 2600 2600 2600 -Sigma amm. reti e tralicci <kg/cmq> 2600 2600 2600 Coeff. di omogeneizzazione 15.0 15.0 15.0 Progetto a pressoflessione Si Si Si -Per tutte le travi -Solo per travi inclinate x x x -Min. angolo per pressoflessione <grad> 10.0 10.0 10.0 -Compressione massima senza progetto a pressoflessione <%> 10.0 10.0 10.0 Progetto a torsione No No No -Trazione senza progetto a torsione<%> Armatura secondo Circ. 65 del 10/04/97 No No No Sollecitazioni complanari ad eventuali elementi bidimensionali No No No Copriferro teorico superiore <cm> 2.0 2.0 2.0 Copriferro teorico inferiore <cm> 2.0 2.0 2.0 Min. momento fittizio agli appoggi Si Si Si -Denominatore 16.0 14.0 14.0 Min. momento fittizio in campata Si Si Si -Denominatore 14.0 16.0 16.0 Usa anche taglio da momento resistente per traslazione momento (S.L.) 10.0 10.0 10.0 Limitare momento traslato al valore max di appoggio (S.L.) No No No Taglio da momento resistente in fondazione (S.L.) No No No Incremento percentuale momento in campata <%> No No No Denominatore per individuazione zona di campata 12.00 12.00 12.00 Fattore di copertura appoggi (0÷1) 0.90 0.70 0.90 Tipo di progetto in doppia armatura (T.A.) -Tensioni pari ai valori amm. x x -Tensioni pari ai valori amm. con AfComp/AfTesa minore o pari a 1.00 -Con AfComp/AfTesa pari a Fattore di riduzione Tauc0 per ancoraggio ferri 0.70 0.70 0.70 Elenco diametri ferri longitudinali 1 <mm> 16 16 16 Elenco diametri ferri longitudinali 2 <mm> 20 20 20 Elenco diametri ferri longitudinali 3 <mm> Elenco diametri ferri longitudinali 4 <mm> Elenco diametri ferri longitudinali 5 <mm> Elenco diametri ferri longitudinali 6 <mm> Elenco diametri ferri longitudinali 7 <mm> Max differenza fra diametri nella trave 4 4 8 Max differenza fra diametri ferri accoppiati 4 4 4 Reggistaffe superiori -Numero -Pari a 2.00 2.00 -Max mutua distanza <cm> 20.0 -Diametro -Automatico x -Pari a <mm> -Minimo <mm> 16.0 16.0

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Reggistaffe inferiori -Numero -Pari a 2.00 2.00 -Max mutua distanza <cm> 20.0 -Diametro -Automatico x -Pari a <mm> -Minimo <mm> 16.0 16.0 Scorrimento (T.A.) -Percentuale assorbita dalle staffe <%> 100 100 100 -Percentuale assorbita dai ferri piegati <%> 0 0 0 -Percentuale assorbita dai ferri di parete <%> 0 0 0 -Considerare il valore relativo alle staffe come minimo percentuale da adottare No No No Variabilità staffe -Staffe uguali a passo costante -Staffe diverse in tre parti della trave in funzione di Tauc0 x x x -Staffe diverse in tre parti della trave in funzione di un multiplo dell'altezza pari a Variabilità staffe ala -Passi uguali a passi anima x x x -Passi multipli di passi anima -Passi indipendenti da passi anima Min. lunghezza tratto centrale come multiplo dell'altezza della trave 1.10 1.10 1.10 Elenco diametri staffe 1 <mm> 8 8 8 Elenco diametri staffe 2 <mm> 10 10 10 Elenco diametri staffe 3 <mm> Elenco diametri staffe 4 <mm> Elenco diametri staffe 5 <mm> Elenco diametri staffe 6 <mm> Elenco diametri staffe 7 <mm> Elenco numero bracci staffe 1 2 2 2 Elenco numero bracci staffe 2 4 4 Elenco numero bracci staffe 3 Elenco numero bracci staffe 4 Elenco numero bracci staffe 5 Passi staffe -Minimo <cm> 6.0 5.0 6.0 -Massimo <cm> 30.0 30.0 30.0 -Incremento <cm> 2.0 5.0 2.0 Elementi costanti -Diametro Si Si Si -Passo No No No -Bracci Si Si Si Tipo di minimizzazione staffatura -Minimizza il numero delle staffe x x x -Minimizza il peso delle staffe Lunghezza max del tratto di calcolo scorrimento -Pari al tratto in cui Tau > Tauc0 x x x -Pari a <cm> -Come multiplo dell'altezza pari a Elenco diametri ferri piegati 1 <mm> 16 16 16 Elenco diametri ferri piegati 2 <mm> 20 20 Elenco diametri ferri piegati 3 <mm> Elenco diametri ferri piegati 4 <mm> Elenco diametri ferri piegati 5 <mm> Elenco diametri ferri piegati 6 <mm> Elenco diametri ferri piegati 7 <mm> Angolo di piegatura <grad> 45.0 45.0 45.0 Posizione primo punto di piegatura -Pari al multiplo dell'altezza 0.10 0.10 -Distanza <cm> 5.0 Interasse punti di piegatura -Pari al multiplo dell'altezza 0.90 0.90 -Distanza <cm> 25.0 Tipo di ferri piegati -Solo sagomati -Solo cavallotti -Sia sagomati che cavallotti x x x Ferri di parete Si Si Si -Max distanza fra le barre <cm> 40.0 30.0 100.0 Elenco diametri ferri di parete 1 <mm> 10 16 16 Elenco diametri ferri di parete 2 <mm> 16 20 Elenco diametri ferri di parete 3 <mm> Elenco diametri ferri di parete 4 <mm> Elenco diametri ferri di parete 5 <mm> Elenco diametri ferri di parete 6 <mm> Elenco diametri ferri di parete 7 <mm> Elenco diametri staffe orizzontali 1 <mm> 8 8 8 Elenco diametri staffe orizzontali 2 <mm> 10 10 Elenco diametri staffe orizzontali 3 <mm> Elenco diametri staffe orizzontali 4 <mm> Elenco diametri staffe orizzontali 5 <mm> Elenco diametri staffe orizzontali 6 <mm> Elenco diametri staffe orizzontali 7 <mm> Max differenza fra diametri per unificazioni 4 4 4 Max distanza fra barre per unificazioni <m> 1.0 1.0 1.0 Copriferro per calcolo lunghezza ferri <cm> 3.0 3.0 3.0 Copriferro per calcolo lunghezza staffe <cm> 1.5 1.5 1.5 Risvolto ferri superiori Si Si Si -Pari a <cm> 25.0 25.0 25.0 -Pari all'altezza della trave Risvolto ferri inferiori Si Si Si -Pari a <cm> 25.0 25.0 25.0 -Pari all'altezza della trave Risvolto ferri laterali Si Si Si -Pari a <cm> 25.0 -Pari alla larghezza della trave x x Magrone Si Si Si -Allargamento laterale <cm> 10.0 0.0 10.0 -Altezza <cm> 10.0 20.0 10.0 Copriferro reale al bordo staffa <cm> 2.5 1.0 1.0 Diametro staffa teorica <mm> 8 8 8 Distanza fra ferri su più strati <cm> 1.5 1 1.5 Integrare lo scorrimento lungo il tratto No Si No

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-Lunghezza del tratto <m> 1.00 Gruppo di esigenza -Ambiente poco aggressivo x x x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette Si Si Si -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante x x x Controllo rapporto X/D Si Si Si Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto alla barra più tesa non inferiore al <%> 30.0 30.0 30.0 -Tutte le barre in trazione ARMATURE TRAVI Simbologia Xg = Coordinata progressiva (dal primo nodo) in cui viene effettuato il progetto/verifica CC = Combinazione delle condizioni di carico elementari c = momento fittizio in campata a = momento fittizio agli appoggi A = taglio da classe A TA = momento traslato per taglio da classe A T = momento traslato per taglio e = eccentricità aggiuntiva in caso di compressione o pressoflessione El = Elemento (asta) in cui viene effettuato il progetto/verifica (progressivo sul numero di aste) AfT S = Area di ferro teorica totale strettamente necessaria nel punto di verifica, superiore AfT I = Area di ferro teorica totale strettamente necessaria nel punto di verifica, inferiore AfE S = Area di ferro effettiva totale presente nel punto di verifica, superiore AfE I = Area di ferro effettiva totale presente nel punto di verifica, inferiore CS = Componente di Sollecitazione per cui si riportano le aree di ferro parziali Val. = Valore della sollecitazione indicata N = Sforzo normale AfTP S = Area di ferro teorica parziale strettamente necessaria nella CC considerata, per la sollecitazione indicata, superiore AfTP I = Area di ferro teorica parziale strettamente necessaria nella CC considerata, per la sollecitazione indicata, inferiore AfEP S = Area di ferro effettiva parziale presente nella CC considerata, per la sollecitazione indicata, superiore AfEP I = Area di ferro effettiva parziale presente nella CC considerata, per la sollecitazione indicata, inferiore σf sup = Tensione nel ferro - superiore

σf inf = Tensione nel ferro - inferiore

σc = Tensione nel calcestruzzo X0 = Coordinata progressiva (dal nodo iniziale) dell'inizio del tratto di progettazione X1 = Coordinata progressiva (dal nodo iniziale) della fine del tratto di progettazione AfT St. = Area di ferro teorica della staffatura (d'anima per travi a T o L) Staff. = Staffatura adottata AfE St. = Area di ferro effettiva della staffatura (d'anima per travi a T o L) Sc.Ass. = Scorrimento complessivo assorbito dall'armatura τ T z = τ massima per solo taglio Sc.Ag. = Scorrimento agente complessivo Travata n. 101 Nodi: 103 104 105 106 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------- 0.20 2 1 7.07 1.82 8.29 6.28 My -7823.57 7.07 0.00 8.29 0.00 2236.02 0 85.07 0.20 2 1 7.07 1.82 8.29 6.28 Tz 4739.19 0.00 1.82 0.00 6.28 754.27 4.50 1c 1 0.00 4.83 6.28 6.28 My 5436.09 0.00 4.83 6.28 6.28 -634.31 1950.34 49.78 8.80 2 1 7.11 1.86 8.29 6.28 My -7857.27 7.11 0.00 8.29 0.00 2245.65 0 85.44 8.80 2 1 7.11 1.86 8.29 6.28 Tz -4844.11 0.00 1.86 0.00 6.28 770.96 9.20 2 2 4.99 2.71 6.03 12.57 My -12398.96 4.99 0.00 6.03 0.00 2163.19 0 43.63 9.20 2 2 4.99 2.71 6.03 12.57 Tz 7044.34 0.00 2.71 0.00 12.57 560.57 14.31 2 2 0.00 5.20 4.02 6.28 My 6177.80 0.00 3.94 4.02 4.76 -284.54 1335.29 21.11 14.31 2 2 0.00 5.20 4.02 6.28 Tz -3282.67 0.00 1.26 0.00 1.53 2151.8 16.60 2 2 3.94 2.48 4.02 12.57 My -9705.10 3.94 0.00 4.02 0.00 2505.42 0 40.28 16.60 2 2 3.94 2.48 4.02 12.57 Tz -6435.71 0.00 2.48 0.00 12.57 512.14 17.00 2 3 6.46 1.81 8.29 12.57 My -7176.18 6.46 0.00 8.29 0.00 2050.99 0 78.03 17.00 2 3 6.46 1.81 8.29 12.57 Tz 4716.33 0.00 1.81 0.00 12.57 375.31 20.70 1c 3 0.00 3.54 6.28 6.28 My 4042.46 0.00 3.54 6.28 6.28 -471.69 1450.34 37.02 24.40 2 3 7.20 1.73 8.29 6.28 My -7953.41 7.20 0.00 8.29 0.00 2273.13 0 86.48 24.40 2 3 7.20 1.73 8.29 6.28 Tz -4502.19 0.00 1.73 0.00 6.28 716.55 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.20 0.68 0.00 ø8/18 2 br. 5.59 --- 2 4.28 Min. reg 0.68 8.32 0.00 ø8/30 2 br. 3.35 --- 2 4.04 Min. reg 8.32 8.80 0.00 ø8/16 2 br. 6.28 --- 2 4.5 Min. reg 9.20 10.23 0.00 ø8/18 2 br. 5.59 --- 2 3.03 Min. reg 10.23 15.57 0.00 ø8/30 2 br. 3.35 --- 2 2.42 Min. reg 15.57 16.60 0.00 ø8/18 2 br. 5.59 --- 2 2.77 Min. reg 17.00 17.48 0.00 ø8/16 2 br. 6.28 --- 2 4.36 Min. reg 17.48 23.92 0.00 ø8/30 2 br. 3.35 --- 2 3.9 Min. reg 23.92 24.40 0.00 ø8/18 2 br. 5.59 --- 2 4.16 Min. reg Travata n. 102 Nodi: -2 -3 -4 -5 126 Ferri longitudinali - Verifiche armatura esistente

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Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.13 2 1 1.88 0.38 4.02 4.02 My -1161.72 1.88 0.00 4.02 0.00 661.58 0 16.38 0.13 2 1 1.88 0.38 4.02 4.02 Tz 990.43 0.00 0.38 0.00 4.02 246.3 3.60 1c 1 0.00 1.88 4.02 4.02 My 1078.18 0.00 1.88 4.02 4.02 -155.03 600.43 12.53 7.08 2 1 1.95 0.50 4.02 4.02 My -2277.39 1.95 0.00 4.02 0.00 1296.93 0 32.1 7.08 2 1 1.95 0.50 4.02 4.02 Tz -1293.08 0.00 0.50 0.00 4.02 321.56 7.33 2 2 2.06 0.57 4.02 4.02 My -2392.90 2.06 0.00 4.02 0.00 1362.71 0 33.73 7.33 2 2 2.06 0.57 4.02 4.02 Tz 1474.17 0.00 0.57 0.00 4.02 366.6 11.70 1c 2 0.00 1.88 4.02 4.02 My 1701.55 0.00 1.88 4.02 4.02 -244.66 947.58 19.77 16.08 2 2 1.88 0.51 4.02 4.02 My -1798.48 1.88 0.00 4.02 0.00 1024.2 0 25.35 16.08 2 2 1.88 0.51 4.02 4.02 Tz -1330.51 0.00 0.51 0.00 4.02 330.87 16.33 2 3 1.88 0.52 4.02 4.02 My -1746.98 1.88 0.00 4.02 0.00 994.87 0 24.63 16.33 2 3 1.88 0.52 4.02 4.02 Tz 1354.49 0.00 0.52 0.00 4.02 336.83 20.65 2 3 0.00 1.91 4.02 4.02 My 1307.30 0.00 1.88 4.02 3.96 -188.73 739.66 15.27 20.65 2 3 0.00 1.91 4.02 4.02 Tz -80.61 0.00 0.03 0.00 0.07 1232.36 23.88 1a 3 1.88 0.00 4.02 4.02 My -1113.33 1.88 0.00 4.02 4.02 620 -160.08 12.93 24.13 1a 4 1.88 0.00 4.02 4.02 My -1091.32 1.88 0.00 4.02 4.02 607.75 -156.92 12.68 27.85 2 4 0.00 2.16 4.02 4.02 My 1424.66 0.00 1.88 4.02 3.48 -212.1 911.66 17.4 27.85 2 4 0.00 2.16 4.02 4.02 Tz -752.30 0.00 0.29 0.00 0.54 1399.39 31.60 2 4 4.41 0.74 6.03 4.02 My -4984.01 4.41 0.00 6.03 0.00 1927.09 0 60.51 31.60 2 4 4.41 0.74 6.03 4.02 Tz -1923.92 0.00 0.74 0.00 4.02 478.44 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.13 0.61 0.00 ø8/18 2 br. 5.59 --- 2 0.91 Min. reg 0.61 6.59 0.00 ø8/30 2 br. 3.35 --- 2 1.06 Min. reg 6.59 7.08 0.00 ø8/16 2 br. 6.28 --- 2 1.19 Min. reg 7.33 7.81 0.00 ø8/16 2 br. 6.28 --- 2 1.33 Min. reg 7.81 15.60 0.00 ø8/30 2 br. 3.35 --- 2 1.2 Min. reg 15.60 16.08 0.00 ø8/18 2 br. 5.59 --- 2 1.24 Min. reg 16.33 16.81 0.00 ø8/16 2 br. 6.28 --- 2 1.25 Min. reg 16.81 23.40 0.00 ø8/30 2 br. 3.35 --- 2 1.11 Min. reg 23.40 23.88 0.00 ø8/18 2 br. 5.59 --- 2 1 Min. reg 24.13 24.61 0.00 ø8/18 2 br. 5.59 --- 2 1.08 Min. reg 24.61 31.12 0.00 ø8/30 2 br. 3.35 --- 2 1.64 Min. reg 31.12 31.60 0.00 ø8/16 2 br. 6.28 --- 2 1.78 Min. reg Travata n. 103 Nodi: 113 114 115 116 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------- 0.20 2 1 7.07 1.82 8.29 6.28 My -7823.57 7.07 0.00 8.29 0.00 2236.02 0 85.07 0.20 2 1 7.07 1.82 8.29 6.28 Tz 4739.19 0.00 1.82 0.00 6.28 754.27 4.50 1c 1 0.00 4.83 6.28 6.28 My 5436.09 0.00 4.83 6.28 6.28 -634.31 1950.34 49.78 8.80 2 1 7.11 1.86 8.29 6.28 My -7857.27 7.11 0.00 8.29 0.00 2245.65 0 85.44 8.80 2 1 7.11 1.86 8.29 6.28 Tz -4844.11 0.00 1.86 0.00 6.28 770.96 9.20 2 2 4.99 2.71 6.03 12.57 My -12398.96 4.99 0.00 6.03 0.00 2163.19 0 43.63 9.20 2 2 4.99 2.71 6.03 12.57 Tz 7044.34 0.00 2.71 0.00 12.57 560.57 14.31 2 2 0.00 5.20 4.02 6.28 My 6177.80 0.00 3.94 4.02 4.76 -284.54 1335.29 21.11 14.31 2 2 0.00 5.20 4.02 6.28 Tz -3282.67 0.00 1.26 0.00 1.53 2151.8 16.60 2 2 3.94 2.48 4.02 12.57 My -9705.10 3.94 0.00 4.02 0.00 2505.42 0 40.28 16.60 2 2 3.94 2.48 4.02 12.57 Tz -6435.71 0.00 2.48 0.00 12.57 512.14 17.00 2 3 6.46 1.81 8.29 12.57 My -7176.18 6.46 0.00 8.29 0.00 2050.99 0 78.03 17.00 2 3 6.46 1.81 8.29 12.57 Tz 4716.33 0.00 1.81 0.00 12.57 375.31 20.70 1c 3 0.00 3.54 6.28 6.28 My 4042.46 0.00 3.54 6.28 6.28 -471.69 1450.34 37.02 24.40 2 3 7.20 1.73 8.29 6.28 My -7953.41 7.20 0.00 8.29 0.00 2273.13 0 86.48 24.40 2 3 7.20 1.73 8.29 6.28 Tz -4502.19 0.00 1.73 0.00 6.28 716.55 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.20 0.68 0.00 ø8/18 2 br. 5.59 --- 2 4.28 Min. reg 0.68 8.32 0.00 ø8/30 2 br. 3.35 --- 2 4.04 Min. reg 8.32 8.80 0.00 ø8/16 2 br. 6.28 --- 2 4.5 Min. reg 9.20 10.23 0.00 ø8/18 2 br. 5.59 --- 2 3.03 Min. reg 10.23 15.57 0.00 ø8/30 2 br. 3.35 --- 2 2.42 Min. reg 15.57 16.60 0.00 ø8/18 2 br. 5.59 --- 2 2.77 Min. reg 17.00 17.48 0.00 ø8/16 2 br. 6.28 --- 2 4.36 Min. reg 17.48 23.92 0.00 ø8/30 2 br. 3.35 --- 2 3.9 Min. reg 23.92 24.40 0.00 ø8/18 2 br. 5.59 --- 2 4.16 Min. reg Travata n. 104 Nodi: 101 121 111 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------- 0.25 3 1 10.69 4.93 12.57 12.57 My -11666.25 10.69 1.39 12.57 3.07 2198.24 -1317.79 98.04 0.25 3 1 10.69 4.93 12.57 12.57 Tz 12824.71 0.00 4.93 0.00 10.89 1177.88 2.05 3 1 0.00 9.42 12.57 12.57 My 8525.48 0.00 7.75 12.57 10.33 -715.22 1856.34 55.13 2.05 3 1 0.00 9.42 12.57 12.57 Tz 4350.11 0.00 1.67 0.00 2.23 1948.65 5.25 3 1 14.76 8.56 25.13 22.87 My -16522.91 14.76 8.56 25.13 17.08 1515.34 -1049.8 77.42 5.25 3 1 14.76 8.56 25.13 22.87 Tz -15131.40 0.00 5.82 0.00 11.61 1303.18 5.75 3 2 14.63 8.49 25.13 22.87 My -16423.45 14.63 8.49 25.13 17.02 1506.49 -1045.05 77.07 5.75 3 2 14.63 8.49 25.13 22.87 Tz 15131.40 0.00 5.82 0.00 11.67 1296.46 8.95 3 2 0.00 9.52 12.57 10.30 My 8634.69 0.00 7.85 12.57 8.49 -750.73 2272.42 58.81 8.95 3 2 0.00 9.52 12.57 10.30 Tz -4350.11 0.00 1.67 0.00 1.81 2402.76 10.75 3 2 10.74 4.93 12.57 10.30 My -11765.62 10.74 1.61 12.57 2.93 2219.05 -1336.35 99.4 10.75 3 2 10.74 4.93 12.57 10.30 Tz -12824.71 0.00 4.93 0.00 8.98 1427.79

[24]

Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> --------------------------------------------------------------------- 0.25 1.43 8.78 ø10/16 2 br. 9.82 30247.11 3 11.83 27048.96 1.43 3.58 0.00 ø10/30 2 br. 5.24 --- 3 6.66 Min. reg 3.58 5.25 9.84 ø10/14 2 br. 11.22 48835.74 3 13.97 42820.76 5.75 7.42 9.84 ø10/14 2 br. 11.22 48835.74 3 13.97 42820.76 7.42 9.57 0.00 ø10/30 2 br. 5.24 --- 3 6.66 Min. reg 9.57 10.75 8.78 ø10/16 2 br. 9.82 30247.11 3 11.83 27048.95 Travata n. 105 Nodi: 102 -23 -2 -25 112 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. N AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <kg> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ----------------------------------------------------------------------------------------------------------- 0.25 3 1 4.38 3.74 6.03 8.29 My -7670.25 0.00 4.38 0.00 6.03 0.00 1913.66 0 46.99 0.25 3 1 4.38 3.74 6.03 8.29 Tz 9736.63 0.00 3.74 0.00 8.29 1173.96 3.03 3 2 0.00 5.87 4.02 8.29 My 10041.81 0.00 0.00 5.80 4.02 8.20 -650.23 1827.75 48 3.03 3 2 0.00 5.87 4.02 8.29 Tz 166.36 0.00 0.06 0.00 0.09 1839.44 5.25 1a 2 2.81 0.00 4.02 16.59 My -3990.40 2.81 0.00 4.02 16.59 1410.93 -204.27 16.65 5.75 1a 3 2.81 0.00 4.02 16.59 My -3990.40 2.81 0.00 4.02 16.59 1410.93 -204.27 16.65 7.97 3 3 0.00 5.83 4.02 8.29 My 9995.44 0.00 0.00 5.78 4.02 8.21 -647.02 1817.36 47.76 7.97 3 3 0.00 5.83 4.02 8.29 Tz -148.56 0.00 0.06 0.00 0.08 1828.42 10.75 3 4 4.39 3.74 6.03 8.29 My -7671.09 0.00 4.39 0.00 6.03 0.00 1913.87 0 47 10.75 3 4 4.39 3.74 6.03 8.29 Tz -9718.82 0.00 3.74 0.00 8.29 1171.82 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.14 0.84 0.00 ø8/16 2 br. 6.28 --- 3 6.27 Min. reg 0.84 4.44 0.00 ø8/30 2 br. 3.35 --- 3 5.14 Min. reg 4.44 5.14 0.00 ø8/18 2 br. 5.59 --- 3 3.23 Min. reg 5.86 6.56 0.00 ø8/18 2 br. 5.59 --- 2 3.25 Min. reg 6.56 10.16 0.00 ø8/30 2 br. 3.35 --- 3 5.13 Min. reg 10.16 10.86 0.00 ø8/16 2 br. 6.28 --- 3 6.26 Min. reg Travata n. 106 Nodi: 103 -3 113 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. N AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <kg> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------------ 0.25 3 1 4.88 7.91 6.28 14.58 My -11138.44 0.00 4.88 0.00 6.28 0.00 1491.89 0 27.25 0.25 3 1 4.88 7.91 6.28 14.58 Tz 20553.47 0.00 7.91 0.00 14.58 1409.99 3.32 3 1 0.00 12.35 6.28 14.58 My 34023.53 0.00 0.00 11.26 6.28 13.30 -773.34 2169.92 54.67 3.32 3 1 0.00 12.35 6.28 14.58 Tz 2822.21 0.00 1.09 0.00 1.28 2202.28 5.25 3 1 0.00 11.75 12.57 29.15 My 22876.03 0.00 0.00 7.45 12.57 18.49 -420.06 1046.54 29.56 5.25 3 1 0.00 11.75 12.57 29.15 Tz -11171.11 0.00 4.30 0.00 10.66 1047.51 5.75 3 2 0.00 11.67 12.57 29.15 My 22640.71 0.00 0.00 7.37 12.57 18.42 -416.18 1039.67 29.29 5.75 3 2 0.00 11.67 12.57 29.15 Tz 11171.08 0.00 4.30 0.00 10.74 1040.45 7.68 3 2 0.00 12.43 6.28 14.58 My 34258.95 0.00 0.00 11.34 6.28 13.30 -778.54 2183.62 55.04 7.68 3 2 0.00 12.43 6.28 14.58 Tz -2822.24 0.00 1.09 0.00 1.27 2216.74 10.75 3 2 4.88 7.91 6.28 14.58 My -11352.50 0.00 4.88 0.00 6.28 0.00 1520.56 0 27.77 10.75 3 2 4.88 7.91 6.28 14.58 Tz -20553.50 0.00 7.91 0.00 14.58 1410 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ---------------------------------------------------------------------- 0.06 1.28 6.33 ø10/18 2 br. 8.73 29042.58 3 7.89 21056.70 1.28 3.84 0.00 ø10/30 2 br. 5.24 --- 3 5.43 Min. reg 3.84 5.06 0.00 ø10/18 2 br. 8.73 --- 3 3.09 Min. reg 5.94 7.16 0.00 ø10/18 2 br. 8.73 --- 3 3.09 Min. reg 7.16 9.72 0.00 ø10/30 2 br. 5.24 --- 3 5.43 Min. reg 9.72 10.94 6.33 ø10/18 2 br. 8.73 29042.57 3 7.89 21056.71 Travata n. 107 Nodi: 104 -4 114 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. N AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <kg> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------------ 0.25 3 1 6.36 6.47 7.16 12.57 My -12531.42 0.00 6.36 0.00 7.16 0.00 2319.84 0 58.42 0.25 3 1 6.36 6.47 7.16 12.57 Tz 16810.12 0.00 6.47 0.00 12.57 1337.71 2.89 3 1 0.00 9.91 4.02 12.57 My 17870.43 0.00 0.00 9.22 4.02 11.69 -860.65 2030.84 62.14 2.89 3 1 0.00 9.91 4.02 12.57 Tz 1796.52 0.00 0.69 0.00 0.88 2049.93 5.25 1a 1 4.24 0.00 6.03 25.13 My -8483.65 4.24 0.00 6.03 25.13 1753.73 -278.29 21.9 5.75 1a 2 4.24 0.00 8.04 25.13 My -8483.65 4.24 0.00 8.04 25.13 1321.62 -265.66 20.32 8.11 3 2 0.00 10.04 4.02 12.57 My 18109.98 0.00 0.00 9.35 4.02 11.70 -871.95 2056.17 62.95 8.11 3 2 0.00 10.04 4.02 12.57 Tz -1796.55 0.00 0.69 0.00 0.87 2076.81 10.75 3 2 6.48 6.47 7.16 12.57 My -12749.49 0.00 6.48 0.00 7.16 0.00 2360.22 0 59.43 10.75 3 2 6.48 6.47 7.16 12.57 Tz -16810.14 0.00 6.47 0.00 12.57 1337.71 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag.

[25]

<m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ---------------------------------------------------------------------- 0.12 0.97 7.51 ø10/18 2 br. 8.73 20064.11 3 9.24 17272.44 0.97 4.28 0.00 ø10/30 2 br. 5.24 --- 3 6.67 Min. reg 4.28 5.12 5.29 ø10/18 2 br. 8.73 20064.10 3 6.88 12158.75 5.88 6.72 5.29 ø10/18 2 br. 8.73 20064.24 3 6.88 12158.78 6.72 10.03 0.00 ø10/30 2 br. 5.24 --- 3 6.67 Min. reg 10.03 10.88 7.51 ø10/18 2 br. 8.73 20064.24 3 9.24 17272.57 Travata n. 108 Nodi: 105 -5 115 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. N AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <kg> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------------ 0.25 3 1 5.71 5.99 6.03 10.30 My -11288.26 0.00 5.71 0.00 6.03 0.00 2464.12 0 56.2 0.25 3 1 5.71 5.99 6.03 10.30 Tz 15564.34 0.00 5.99 0.00 10.30 1510.45 2.90 3 1 0.00 9.01 4.02 10.30 My 16399.02 0.00 0.00 8.42 4.02 9.64 -835.74 2240.93 60.78 2.90 3 1 0.00 9.01 4.02 10.30 Tz 1515.68 0.00 0.58 0.00 0.67 2272.33 5.25 1a 1 3.95 0.00 6.03 20.61 My -7922.78 3.95 0.00 6.03 20.61 1643.5 -288.94 22.44 5.75 1a 2 3.95 0.00 8.04 20.61 My -7922.78 3.95 0.00 8.04 20.61 1239.78 -274.02 20.76 8.10 3 2 0.00 9.12 4.02 10.30 My 16604.16 0.00 0.00 8.53 4.02 9.65 -845.98 2267.14 61.52 8.10 3 2 0.00 9.12 4.02 10.30 Tz -1515.68 0.00 0.58 0.00 0.66 2300.18 10.75 3 2 5.80 5.99 6.03 10.30 My -11475.88 0.00 5.80 0.00 6.03 0.00 2505.08 0 57.13 10.75 3 2 5.80 5.99 6.03 10.30 Tz -15564.34 0.00 5.99 0.00 10.30 1510.45 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ---------------------------------------------------------------------- 0.12 0.92 7.01 ø10/18 2 br. 8.73 18832.30 3 8.56 15121.83 0.92 4.33 0.00 ø10/30 2 br. 5.24 --- 3 6.31 Min. reg 4.33 5.12 0.00 ø10/18 2 br. 8.73 --- 3 6.41 Min. reg 5.88 6.67 0.00 ø10/18 2 br. 8.73 --- 3 6.41 Min. reg 6.67 10.08 0.00 ø10/30 2 br. 5.24 --- 3 6.31 Min. reg 10.08 10.88 7.01 ø10/18 2 br. 8.73 18832.31 3 8.56 15121.84 Travata n. 109 Nodi: 106 126 116 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 3 1 5.97 2.92 6.28 6.28 My -6657.54 5.97 0.00 6.28 0.00 2476.12 0 79.66 0.25 3 1 5.97 2.92 6.28 6.28 Tz 7603.17 0.00 2.92 0.00 6.28 1210.08 2.28 3 1 0.00 5.21 6.28 6.28 My 5188.41 0.00 4.60 6.28 5.54 -622.84 2102.2 49.42 2.28 3 1 0.00 5.21 6.28 6.28 Tz 1605.79 0.00 0.62 0.00 0.74 2157.69 5.25 3 1 8.19 3.39 12.57 12.57 My -8991.43 8.19 0.00 12.57 0.00 1736.7 0 85.58 5.25 3 1 8.19 3.39 12.57 12.57 Tz -8802.54 0.00 3.39 0.00 12.57 700.48 5.75 3 2 8.12 3.39 12.57 12.57 My -8910.78 8.12 0.00 12.57 0.00 1721.12 0 84.81 5.75 3 2 8.12 3.39 12.57 12.57 Tz 8802.53 0.00 3.39 0.00 12.57 700.48 8.72 3 2 0.00 5.30 6.28 6.28 My 5275.74 0.00 4.68 6.28 5.55 -633.03 2133.35 50.22 8.72 3 2 0.00 5.30 6.28 6.28 Tz -1605.79 0.00 0.62 0.00 0.73 2191.23 10.75 3 2 6.04 2.92 6.28 6.28 My -6737.54 6.04 0.00 6.28 0.00 2505.87 0 80.62 10.75 3 2 6.04 2.92 6.28 6.28 Tz -7603.17 0.00 2.92 0.00 6.28 1210.08 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> --------------------------------------------------------------------- 0.18 0.63 6.29 ø10/24 2 br. 6.54 8168.23 3 7.42 7854.05 0.63 4.72 0.00 ø10/30 2 br. 5.24 --- 3 6.46 Min. reg 4.72 5.18 6.57 ø10/22 2 br. 7.14 8910.79 3 7.72 8201.52 5.82 6.28 6.57 ø10/22 2 br. 7.14 8910.80 3 7.72 8201.52 6.28 10.37 0.00 ø10/30 2 br. 5.24 --- 3 6.46 Min. reg 10.37 10.82 6.29 ø10/24 2 br. 6.54 8168.21 3 7.42 7854.04 Travata n. 110 Nodi: 121 -8 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ----------------------------------------------------------------------------------------------------- 0.20 2 1 6.57 0.80 8.04 8.04 My -4283.35 6.57 0.00 8.04 0.00 2143.48 0 72.9 0.20 2 1 6.57 0.80 8.04 8.04 Tz 2073.38 0.00 0.80 0.00 8.04 257.8 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.20 0.48 0.00 ø8/15 2 br. 6.70 --- 2 1.64 Min. reg 0.48 7.20 0.00 ø8/20 2 br. 5.03 --- 2 1.56 Min. reg Travata n. 114 Nodi: 102 -24 -8 -26 112 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> -------------------------------------------------------------------------------------------------------

[26]

0.25 1a 1 17.06 3.58 18.60 21.99 My -28606.78 17.06 3.58 18.60 21.99 2256.77 -970.06 70.73 5.50 1c 2 7.33 19.28 16.59 43.98 My 32693.46 7.33 19.28 16.59 43.98 -1051.29 1153.01 74.23 10.75 1a 4 17.06 3.58 18.60 21.99 My -28606.78 17.06 3.58 18.60 21.99 2256.77 -970.06 70.73 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ---------------------------------------------------------------------- 0.25 0.98 6.32 ø10/16 2 br. 9.82 18633.76 3 7.66 12004.59 0.98 10.02 0.00 ø10/30 2 br. 5.24 --- 3 6.51 Min. reg 10.02 10.75 6.31 ø10/18 2 br. 8.73 16563.34 3 7.65 11982.51 Travata n. 115 Nodi: 103 -9 113 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 1a 1 1.88 0.00 4.02 4.02 My -2153.32 1.88 0.00 4.02 4.02 1199.17 -309.62 25.01 5.50 1c 1 0.00 2.12 8.04 8.04 My 2460.94 0.00 2.12 8.04 8.04 -253.65 691.68 19.65 10.75 1a 2 1.88 0.00 4.02 4.02 My -2153.32 1.88 0.00 4.02 4.02 1199.17 -309.62 25.01 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.25 0.73 0.00 ø8/16 2 br. 6.28 --- 3 1.23 Min. reg 0.73 10.27 0.00 ø8/30 2 br. 3.35 --- 3 1.09 Min. reg 10.27 10.75 0.00 ø8/18 2 br. 5.59 --- 3 1.23 Min. reg Travata n. 116 Nodi: 104 -10 114 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 1a 1 1.88 0.00 4.02 4.02 My -2153.32 1.88 0.00 4.02 4.02 1199.17 -309.62 25.01 5.50 3 1 0.00 3.00 8.04 8.04 My 3164.76 0.00 2.75 8.04 7.38 -332.23 966.74 25.91 5.50 3 1 0.00 3.00 8.04 8.04 Tz -645.18 0.00 0.25 0.00 0.67 968.3 10.75 1a 2 1.88 0.00 4.02 4.02 My -2153.32 1.88 0.00 4.02 4.02 1199.17 -309.62 25.01 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.25 0.73 0.00 ø8/16 2 br. 6.28 --- 3 1.49 Min. reg 0.73 10.27 0.00 ø8/30 2 br. 3.35 --- 3 1.35 Min. reg 10.27 10.75 0.00 ø8/18 2 br. 5.59 --- 3 1.49 Min. reg Travata n. 117 Nodi: 105 -11 115 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 1a 1 1.88 0.00 4.02 4.02 My -2153.32 1.88 0.00 4.02 4.02 1199.17 -309.62 25.01 5.09 3 1 0.00 2.62 4.02 4.02 My 2792.13 0.00 2.41 4.02 3.70 -409.76 1686.5 33.39 5.09 3 1 0.00 2.62 4.02 4.02 Tz -549.15 0.00 0.21 0.00 0.32 1696.15 10.75 1a 2 1.88 0.00 4.02 4.02 My -2153.32 1.88 0.00 4.02 4.02 1199.17 -309.62 25.01 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.25 0.73 0.00 ø8/16 2 br. 6.28 --- 3 1.4 Min. reg 0.73 10.27 0.00 ø8/30 2 br. 3.35 --- 3 1.26 Min. reg 10.27 10.75 0.00 ø8/18 2 br. 5.59 --- 3 1.4 Min. reg Travata n. 121 Nodi: 101 102 103 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.20 2 1 6.42 1.69 8.29 4.02 My -7135.48 6.42 0.00 8.29 0.00 2039.36 0 77.59 0.20 2 1 6.42 1.69 8.29 4.02 Tz 4394.14 0.00 1.69 0.00 4.02 1092.73 3.60 1c 1 0.00 2.97 6.28 4.02 My 3413.50 0.00 2.97 6.28 4.02 -439.76 1886.18 36.06 7.00 2 1 6.18 1.72 10.30 8.04 My -6876.27 6.18 0.00 10.30 0.00 1600.94 0 69.64 7.00 2 1 6.18 1.72 10.30 8.04 Tz -4480.77 0.00 1.72 0.00 8.04 557.14 7.40 2 2 5.44 1.61 10.30 8.04 My -6097.98 5.44 0.00 10.30 0.00 1419.74 0 61.75 7.40 2 2 5.44 1.61 10.30 8.04 Tz 4188.32 0.00 1.61 0.00 8.04 520.77 10.80 1c 2 0.00 2.97 4.02 4.02 My 3413.50 0.00 2.97 4.02 4.02 -490.82 1900.95 39.65 14.20 2 2 6.16 1.66 7.16 4.02 My -6857.11 6.16 0.00 7.16 0.00 2251.88 0 78.38 14.20 2 2 6.16 1.66 7.16 4.02 Tz -4326.34 0.00 1.66 0.00 4.02 1075.87 Staffe, sagomati e ferri di parete - Verifiche armatura esistente

[27]

X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.20 0.68 0.00 ø8/18 2 br. 5.59 --- 2 4.06 Min. reg 0.68 6.52 0.00 ø8/30 2 br. 3.35 --- 2 3.68 Min. reg 6.52 7.00 0.00 ø8/16 2 br. 6.28 --- 2 4.14 Min. reg 7.40 7.88 0.00 ø8/18 2 br. 5.59 --- 2 3.87 Min. reg 7.88 13.72 0.00 ø8/30 2 br. 3.35 --- 2 3.54 Min. reg 13.72 14.20 0.00 ø8/16 2 br. 6.28 --- 2 4 Min. reg Travata n. 123 Nodi: 111 112 113 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.20 2 1 6.42 1.69 8.29 4.02 My -7135.48 6.42 0.00 8.29 0.00 2039.36 0 77.59 0.20 2 1 6.42 1.69 8.29 4.02 Tz 4394.14 0.00 1.69 0.00 4.02 1092.73 3.60 1c 1 0.00 2.97 6.28 4.02 My 3413.50 0.00 2.97 6.28 4.02 -439.76 1886.18 36.06 7.00 2 1 6.18 1.72 10.30 8.04 My -6876.27 6.18 0.00 10.30 0.00 1600.94 0 69.64 7.00 2 1 6.18 1.72 10.30 8.04 Tz -4480.77 0.00 1.72 0.00 8.04 557.14 7.40 2 2 5.44 1.61 10.30 8.04 My -6097.98 5.44 0.00 10.30 0.00 1419.74 0 61.75 7.40 2 2 5.44 1.61 10.30 8.04 Tz 4188.32 0.00 1.61 0.00 8.04 520.77 10.80 1c 2 0.00 2.97 4.02 4.02 My 3413.50 0.00 2.97 4.02 4.02 -490.82 1900.95 39.65 14.20 2 2 6.16 1.66 7.16 4.02 My -6857.11 6.16 0.00 7.16 0.00 2251.88 0 78.38 14.20 2 2 6.16 1.66 7.16 4.02 Tz -4326.34 0.00 1.66 0.00 4.02 1075.87 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.20 0.68 0.00 ø8/18 2 br. 5.59 --- 2 4.06 Min. reg 0.68 6.52 0.00 ø8/30 2 br. 3.35 --- 2 3.68 Min. reg 6.52 7.00 0.00 ø8/16 2 br. 6.28 --- 2 4.14 Min. reg 7.40 7.88 0.00 ø8/18 2 br. 5.59 --- 2 3.87 Min. reg 7.88 13.72 0.00 ø8/30 2 br. 3.35 --- 2 3.54 Min. reg 13.72 14.20 0.00 ø8/16 2 br. 6.28 --- 2 4 Min. reg Travata n. 401 Nodi: 1 2 3 4 5 6 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------- 0.20 1a 1 13.31 0.00 14.33 18.85 My -18274.71 13.31 0.00 14.33 18.85 2346.86 -603.37 47.25 2.87 2 1 0.00 16.37 12.32 18.85 My 21124.40 0.00 15.48 12.32 17.82 -724.62 2216.38 55.31 2.87 2 1 0.00 16.37 12.32 18.85 Tz 2315.46 0.00 0.89 0.00 1.03 2258.67 7.00 2 1 20.92 8.80 26.64 18.85 My -28152.31 20.92 0.00 26.64 0.00 2067.32 0 76.2 7.00 2 1 20.92 8.80 26.64 18.85 Tz -22892.04 0.00 8.80 0.00 18.85 1214.46 7.40 2 2 18.98 7.37 26.64 12.57 My -25655.92 18.98 0.00 26.64 0.00 1884 0 69.44 7.40 2 2 18.98 7.37 26.64 12.57 Tz 19174.43 0.00 7.37 0.00 12.57 1525.85 10.80 1c 2 0.00 11.58 14.33 12.57 My 15990.37 0.00 11.58 14.33 12.57 -582.96 2343.78 45.83 14.20 2 2 21.35 7.67 26.89 12.57 My -28694.48 21.35 0.00 26.89 0.00 2088.47 0 77.42 14.20 2 2 21.35 7.67 26.89 12.57 Tz -19954.48 0.00 7.67 0.00 12.57 1587.93 14.60 2 3 23.25 8.89 42.60 18.85 My -31115.71 23.25 0.00 42.60 0.00 1467.37 0 72.4 14.60 2 3 23.25 8.89 42.60 18.85 Tz 23105.64 0.00 8.89 0.00 18.85 1225.79 18.90 1c 3 0.00 17.85 15.71 18.85 My 24198.78 0.00 17.85 15.71 18.85 -780.16 2393.82 59.57 23.20 2 3 24.97 9.00 43.98 18.85 My -33293.81 24.97 0.00 43.98 0.00 1523.68 0 76.72 23.20 2 3 24.97 9.00 43.98 18.85 Tz -23400.06 0.00 9.00 0.00 18.85 1241.41 23.60 2 4 24.21 8.22 28.27 14.33 My -32340.15 24.21 0.00 28.27 0.00 2244.73 0 85.8 23.60 2 4 24.21 8.22 28.27 14.33 Tz 21381.84 0.00 8.22 0.00 14.33 1492.56 27.30 1c 4 0.00 13.54 15.71 14.33 My 18573.91 0.00 13.54 15.71 14.33 -641.68 2394.12 50.01 31.00 2 4 22.72 8.05 42.60 33.18 My -30444.49 22.72 0.00 42.60 0.00 1435.72 0 70.84 31.00 2 4 22.72 8.05 42.60 33.18 Tz -20932.77 0.00 8.05 0.00 33.18 630.98 31.40 2 5 24.62 9.14 26.89 18.85 My -32860.37 24.62 0.00 26.89 0.00 2391.68 0 88.66 31.40 2 5 24.62 9.14 26.89 18.85 Tz 23771.14 0.00 9.14 0.00 18.85 1261.1 35.94 2 5 0.00 18.13 14.33 18.85 My 23220.72 0.00 17.10 14.33 17.77 -774.7 2436.02 59.29 35.94 2 5 0.00 18.13 14.33 18.85 Tz -2700.27 0.00 1.04 0.00 1.08 2501.34 38.80 1a 5 14.99 0.00 16.34 18.85 My -20476.32 14.99 0.00 16.34 18.85 2315.77 -655.07 50.75 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ---------------------------------------------------------------------- 0.00 0.58 0.00 ø10/18 2 br. 8.73 --- 2 4.96 Min. reg 0.58 6.62 0.00 ø10/22 2 br. 7.14 --- 2 5.67 Min. reg 6.62 7.20 15.93 ø10/ 8 2 br. 19.63 29609.80 2 6.55 24024.50 7.20 7.78 0.00 ø10/18 2 br. 8.73 --- 2 5.54 Min. reg 7.78 13.82 0.00 ø10/26 2 br. 6.04 --- 2 4.87 Min. reg 13.82 14.40 0.00 ø10/16 2 br. 9.82 --- 2 5.75 Min. reg 14.40 14.98 16.10 ø10/ 8 2 br. 19.63 29609.80 2 6.6 24282.42 14.98 22.82 0.00 ø10/22 2 br. 7.14 --- 2 5.85 Min. reg 22.82 23.40 16.31 ø10/ 8 2 br. 19.63 29609.80 2 6.68 24598.28 23.40 23.98 14.86 ø10/10 2 br. 15.71 23687.84 2 6.13 22414.58 23.98 30.62 0.00 ø10/24 2 br. 6.54 --- 2 5.27 Min. reg 30.62 31.20 14.54 ø10/10 2 br. 15.71 23687.84 2 6.01 21932.82 31.20 31.78 16.58 ø10/ 8 2 br. 19.63 29609.80 2 6.78 24996.38 31.78 38.42 0.00 ø10/22 2 br. 7.14 --- 2 5.95 Min. reg 38.42 39.00 0.00 ø10/18 2 br. 8.73 --- 2 5.1 Min. reg Travata n. 403 Nodi: 11 12 13 14 15 16 Ferri longitudinali - Verifiche armatura esistente

[28]

Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------- 0.20 1a 1 13.31 0.00 14.33 18.85 My -18274.71 13.31 0.00 14.33 18.85 2346.86 -603.37 47.25 2.87 2 1 0.00 16.37 12.32 18.85 My 21124.40 0.00 15.48 12.32 17.82 -724.62 2216.38 55.31 2.87 2 1 0.00 16.37 12.32 18.85 Tz 2315.46 0.00 0.89 0.00 1.03 2258.67 7.00 2 1 20.92 8.80 26.64 18.85 My -28152.31 20.92 0.00 26.64 0.00 2067.32 0 76.2 7.00 2 1 20.92 8.80 26.64 18.85 Tz -22892.04 0.00 8.80 0.00 18.85 1214.46 7.40 2 2 18.98 7.37 26.64 12.57 My -25655.92 18.98 0.00 26.64 0.00 1884 0 69.44 7.40 2 2 18.98 7.37 26.64 12.57 Tz 19174.43 0.00 7.37 0.00 12.57 1525.85 10.80 1c 2 0.00 11.58 14.33 12.57 My 15990.37 0.00 11.58 14.33 12.57 -582.96 2343.78 45.83 14.20 2 2 21.35 7.67 26.89 12.57 My -28694.48 21.35 0.00 26.89 0.00 2088.47 0 77.42 14.20 2 2 21.35 7.67 26.89 12.57 Tz -19954.48 0.00 7.67 0.00 12.57 1587.93 14.60 2 3 23.25 8.89 42.60 18.85 My -31115.71 23.25 0.00 42.60 0.00 1467.37 0 72.4 14.60 2 3 23.25 8.89 42.60 18.85 Tz 23105.64 0.00 8.89 0.00 18.85 1225.79 18.90 1c 3 0.00 17.85 15.71 18.85 My 24198.78 0.00 17.85 15.71 18.85 -780.16 2393.82 59.57 23.20 2 3 24.97 9.00 43.98 18.85 My -33293.81 24.97 0.00 43.98 0.00 1523.68 0 76.72 23.20 2 3 24.97 9.00 43.98 18.85 Tz -23400.06 0.00 9.00 0.00 18.85 1241.41 23.60 2 4 24.21 8.22 28.27 14.33 My -32340.15 24.21 0.00 28.27 0.00 2244.73 0 85.8 23.60 2 4 24.21 8.22 28.27 14.33 Tz 21381.84 0.00 8.22 0.00 14.33 1492.56 27.30 1c 4 0.00 13.54 15.71 14.33 My 18573.91 0.00 13.54 15.71 14.33 -641.68 2394.12 50.01 31.00 2 4 22.72 8.05 42.60 33.18 My -30444.49 22.72 0.00 42.60 0.00 1435.72 0 70.84 31.00 2 4 22.72 8.05 42.60 33.18 Tz -20932.77 0.00 8.05 0.00 33.18 630.98 31.40 2 5 24.62 9.14 26.89 18.85 My -32860.37 24.62 0.00 26.89 0.00 2391.68 0 88.66 31.40 2 5 24.62 9.14 26.89 18.85 Tz 23771.14 0.00 9.14 0.00 18.85 1261.1 35.94 2 5 0.00 18.13 14.33 18.85 My 23220.72 0.00 17.10 14.33 17.77 -774.7 2436.02 59.29 35.94 2 5 0.00 18.13 14.33 18.85 Tz -2700.27 0.00 1.04 0.00 1.08 2501.34 38.80 1a 5 14.99 0.00 16.34 18.85 My -20476.32 14.99 0.00 16.34 18.85 2315.77 -655.07 50.75 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ---------------------------------------------------------------------- 0.00 0.58 0.00 ø10/18 2 br. 8.73 --- 2 4.96 Min. reg 0.58 6.62 0.00 ø10/22 2 br. 7.14 --- 2 5.67 Min. reg 6.62 7.20 15.93 ø10/ 8 2 br. 19.63 29609.80 2 6.55 24024.50 7.20 7.78 0.00 ø10/18 2 br. 8.73 --- 2 5.54 Min. reg 7.78 13.82 0.00 ø10/26 2 br. 6.04 --- 2 4.87 Min. reg 13.82 14.40 0.00 ø10/16 2 br. 9.82 --- 2 5.75 Min. reg 14.40 14.98 16.10 ø10/ 8 2 br. 19.63 29609.80 2 6.6 24282.42 14.98 22.82 0.00 ø10/22 2 br. 7.14 --- 2 5.85 Min. reg 22.82 23.40 16.31 ø10/ 8 2 br. 19.63 29609.80 2 6.68 24598.28 23.40 23.98 14.86 ø10/10 2 br. 15.71 23687.84 2 6.13 22414.58 23.98 30.62 0.00 ø10/24 2 br. 6.54 --- 2 5.27 Min. reg 30.62 31.20 14.54 ø10/10 2 br. 15.71 23687.84 2 6.01 21932.82 31.20 31.78 16.58 ø10/ 8 2 br. 19.63 29609.80 2 6.78 24996.38 31.78 38.42 0.00 ø10/22 2 br. 7.14 --- 2 5.95 Min. reg 38.42 39.00 0.00 ø10/18 2 br. 8.73 --- 2 5.1 Min. reg Travata n. 404 Nodi: 1 -19 21 -20 11 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------- 0.25 3 1 9.61 3.60 10.30 9.42 My -13368.90 9.61 0.00 10.30 0.00 2431.82 0 51.33 0.25 3 1 9.61 3.60 10.30 9.42 Tz 9366.61 0.00 3.60 0.00 9.42 993.83 1.61 3 1 0.00 8.45 8.29 9.42 My 7853.60 0.00 6.30 8.29 7.03 -369.74 2039.94 30.39 1.61 3 1 0.00 8.45 8.29 9.42 Tz 5592.89 0.00 2.15 0.00 2.40 2331.4 5.25 3 2 8.12 3.90 16.59 9.42 My -11353.40 8.12 0.00 16.59 0.00 1308.37 0 36.35 5.25 3 2 8.12 3.90 16.59 9.42 Tz -10144.84 0.00 3.90 0.00 9.42 1076.4 5.75 3 3 8.12 3.90 16.59 9.42 My -11353.41 8.12 0.00 16.59 0.00 1308.37 0 36.35 5.75 3 3 8.12 3.90 16.59 9.42 Tz 10143.41 0.00 3.90 0.00 9.42 1076.25 9.39 3 4 0.00 8.45 8.29 9.42 My 7851.59 0.00 6.30 8.29 7.03 -369.65 2039.54 30.38 9.39 3 4 0.00 8.45 8.29 9.42 Tz -5594.30 0.00 2.15 0.00 2.40 2331.55 10.75 3 4 9.61 3.60 10.30 9.42 My -13368.83 9.61 0.00 10.30 0.00 2431.81 0 51.33 10.75 3 4 9.61 3.60 10.30 9.42 Tz -9368.02 0.00 3.60 0.00 9.42 993.98 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.00 0.58 0.00 ø8/18 2 br. 5.59 --- 3 2.75 Min. reg 0.58 4.92 0.00 ø8/30 2 br. 3.35 --- 3 2.52 Min. reg 4.92 5.50 0.00 ø8/16 2 br. 6.28 --- 3 2.96 Min. reg 5.50 6.08 0.00 ø8/16 2 br. 6.28 --- 3 2.96 Min. reg 6.08 10.42 0.00 ø8/30 2 br. 3.35 --- 3 2.52 Min. reg 10.42 11.00 0.00 ø8/18 2 br. 5.59 --- 3 2.75 Min. reg Travata n. 405 Nodi: 2 22 12 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 3 1 7.09 0.98 8.29 4.02 My -6345.23 7.09 0.00 8.29 0.00 2238.89 0 64.66 0.25 3 1 7.09 0.98 8.29 4.02 Tz 2551.77 0.00 0.98 0.00 4.02 634.57 2.65 3 1 0.00 3.00 6.28 4.02 My 1784.84 0.00 3.00 6.28 4.02 -216.62 1244.26 19.85 2.65 3 1 0.00 3.00 6.28 4.02 Tz 0.72 0.00 0.00 0.00 0.00 1939.88 5.50 1a 1 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 5.50 1a 2 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 8.35 3 2 0.00 3.00 6.28 4.02 My 1784.84 0.00 3.00 6.28 4.02 -216.62 1244.26 19.85 8.35 3 2 0.00 3.00 6.28 4.02 Tz -0.72 0.00 0.00 0.00 0.00 1939.88 10.75 3 2 7.09 0.98 8.29 4.02 My -6345.23 7.09 0.00 8.29 0.00 2238.89 0 64.66 10.75 3 2 7.09 0.98 8.29 4.02 Tz -2551.77 0.00 0.98 0.00 4.02 634.57

[29]

Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.00 0.38 0.00 ø8/16 2 br. 6.28 --- 3 1.56 Min. reg 0.38 5.12 0.00 ø8/30 2 br. 3.35 --- 3 1.45 Min. reg 5.12 5.50 0.00 ø8/18 2 br. 5.59 --- 3 0.83 Min. reg 5.50 5.88 0.00 ø8/18 2 br. 5.59 --- 3 0.83 Min. reg 5.88 10.62 0.00 ø8/30 2 br. 3.35 --- 3 1.45 Min. reg 10.62 11.00 0.00 ø8/16 2 br. 6.28 --- 3 1.56 Min. reg Travata n. 406 Nodi: 3 23 13 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 3 1 7.05 0.97 8.29 4.02 My -6306.13 7.05 0.00 8.29 0.00 2225.1 0 64.27 0.25 3 1 7.05 0.97 8.29 4.02 Tz 2509.60 0.00 0.97 0.00 4.02 624.09 2.79 3 1 0.00 3.48 6.28 4.02 My 1819.59 0.00 3.00 6.28 3.47 -227.07 1464.56 21.4 2.79 3 1 0.00 3.48 6.28 4.02 Tz 1238.11 0.00 0.48 0.00 0.55 2247.59 5.50 1a 1 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 5.50 1a 2 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 8.21 3 2 0.00 3.48 6.28 4.02 My 1819.59 0.00 3.00 6.28 3.47 -227.07 1464.56 21.4 8.21 3 2 0.00 3.48 6.28 4.02 Tz -1238.11 0.00 0.48 0.00 0.55 2247.59 10.75 3 2 7.05 0.97 8.29 4.02 My -6306.13 7.05 0.00 8.29 0.00 2225.1 0 64.27 10.75 3 2 7.05 0.97 8.29 4.02 Tz -2509.60 0.00 0.97 0.00 4.02 624.09 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.00 0.38 0.00 ø8/16 2 br. 6.28 --- 3 1.54 Min. reg 0.38 5.12 0.00 ø8/30 2 br. 3.35 --- 3 1.43 Min. reg 5.12 5.50 0.00 ø8/18 2 br. 5.59 --- 3 0.79 Min. reg 5.50 5.88 0.00 ø8/18 2 br. 5.59 --- 3 0.79 Min. reg 5.88 10.62 0.00 ø8/30 2 br. 3.35 --- 3 1.43 Min. reg 10.62 11.00 0.00 ø8/16 2 br. 6.28 --- 3 1.54 Min. reg Travata n. 407 Nodi: 4 24 14 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 3 1 6.89 0.97 8.29 4.02 My -6173.99 6.89 0.00 8.29 0.00 2178.47 0 62.92 0.25 3 1 6.89 0.97 8.29 4.02 Tz 2514.31 0.00 0.97 0.00 4.02 625.26 3.19 3 1 0.00 3.40 6.28 4.02 My 1509.26 0.00 3.00 6.28 3.55 -187.6 1189.54 17.61 3.19 3 1 0.00 3.40 6.28 4.02 Tz 1045.95 0.00 0.40 0.00 0.48 2199.81 5.50 1a 1 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 5.50 1a 2 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 7.81 3 2 0.00 3.40 6.28 4.02 My 1509.26 0.00 3.00 6.28 3.55 -187.6 1189.54 17.61 7.81 3 2 0.00 3.40 6.28 4.02 Tz -1045.95 0.00 0.40 0.00 0.48 2199.81 10.75 3 2 6.89 0.97 8.29 4.02 My -6173.99 6.89 0.00 8.29 0.00 2178.47 0 62.92 10.75 3 2 6.89 0.97 8.29 4.02 Tz -2514.31 0.00 0.97 0.00 4.02 625.26 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.00 0.38 0.00 ø8/16 2 br. 6.28 --- 3 1.54 Min. reg 0.38 5.12 0.00 ø8/30 2 br. 3.35 --- 3 1.43 Min. reg 5.12 5.50 0.00 ø8/18 2 br. 5.59 --- 3 0.67 Min. reg 5.50 5.88 0.00 ø8/18 2 br. 5.59 --- 3 0.67 Min. reg 5.88 10.62 0.00 ø8/30 2 br. 3.35 --- 3 1.43 Min. reg 10.62 11.00 0.00 ø8/16 2 br. 6.28 --- 3 1.54 Min. reg Travata n. 408 Nodi: 5 25 15 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 3 1 5.63 0.88 6.28 4.02 My -5086.14 5.63 0.00 6.28 0.00 2340.26 0 57.49 0.25 3 1 5.63 0.88 6.28 4.02 Tz 2279.72 0.00 0.88 0.00 4.02 566.92 3.17 3 1 0.00 3.32 6.28 4.02 My 1205.76 0.00 3.00 6.28 3.64 -149.16 926.57 13.93 3.17 3 1 0.00 3.32 6.28 4.02 Tz 819.56 0.00 0.32 0.00 0.38 2143.51 5.50 1a 1 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 5.50 1a 2 3.00 0.00 12.57 8.04 My -984.38 3.00 0.00 12.57 8.04 227.23 -88.66 7.08 7.83 3 2 0.00 3.32 6.28 4.02 My 1205.77 0.00 3.00 6.28 3.64 -149.16 926.57 13.93 7.83 3 2 0.00 3.32 6.28 4.02 Tz -819.56 0.00 0.32 0.00 0.38 2143.51 10.75 3 2 5.63 0.88 6.28 4.02 My -5086.14 5.63 0.00 6.28 0.00 2340.26 0 57.49 10.75 3 2 5.63 0.88 6.28 4.02 Tz -2279.72 0.00 0.88 0.00 4.02 566.92 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.00 0.38 0.00 ø8/16 2 br. 6.28 --- 3 1.4 Min. reg

[30]

0.38 5.12 0.00 ø8/30 2 br. 3.35 --- 3 1.29 Min. reg 5.12 5.50 0.00 ø8/18 2 br. 5.59 --- 3 0.68 Min. reg 5.50 5.88 0.00 ø8/18 2 br. 5.59 --- 3 0.68 Min. reg 5.88 10.62 0.00 ø8/30 2 br. 3.35 --- 3 1.29 Min. reg 10.62 11.00 0.00 ø8/16 2 br. 6.28 --- 3 1.4 Min. reg Travata n. 409 Nodi: 6 -22 26 -21 16 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------ 0.25 3 1 6.30 2.46 8.29 8.29 My -7586.72 6.30 0.00 8.29 0.00 1701.22 0 31.77 0.25 3 1 6.30 2.46 8.29 8.29 Tz 6383.56 0.00 2.46 0.00 8.29 769.68 1.40 3 1 0.00 7.65 8.29 8.29 My 3662.41 0.00 6.30 8.29 6.83 -173.74 978.21 14.33 1.40 3 1 0.00 7.65 8.29 8.29 Tz 3518.04 0.00 1.35 0.00 1.47 2399.14 3.67 3 1 6.30 2.17 8.29 8.29 My -3046.75 6.30 0.00 8.29 0.00 683.19 0 12.76 3.67 3 1 6.30 2.17 8.29 8.29 Tz -5629.36 0.00 2.17 0.00 8.29 678.74 3.67 3 2 6.30 1.21 8.29 8.29 My -3025.25 6.30 0.00 8.29 0.00 678.37 0 12.67 3.67 3 2 6.30 1.21 8.29 8.29 Tz 3146.06 0.00 1.21 0.00 8.29 379.33 4.91 3 2 0.00 6.42 8.29 8.29 My 1754.41 0.00 6.30 8.29 8.14 -79.39 394.96 6.42 4.91 3 2 0.00 6.42 8.29 8.29 Tz -311.51 0.00 0.12 0.00 0.15 2012.53 5.25 3 2 0.00 6.60 8.29 8.29 My 1593.52 0.00 6.30 8.29 7.91 -72.66 368.7 5.9 5.25 3 2 0.00 6.60 8.29 8.29 Tz -788.52 0.00 0.30 0.00 0.38 2070.04 5.75 3 3 0.00 6.60 8.29 8.29 My 1593.32 0.00 6.30 8.29 7.92 -72.64 368.44 5.89 5.75 3 3 0.00 6.60 8.29 8.29 Tz 778.36 0.00 0.30 0.00 0.38 2068.82 6.09 3 3 0.00 6.42 8.29 8.29 My 1751.57 0.00 6.30 8.29 8.13 -79.27 394.56 6.41 6.09 3 3 0.00 6.42 8.29 8.29 Tz 321.66 0.00 0.12 0.00 0.16 2013.75 7.33 3 3 6.30 1.21 16.59 16.59 My -3015.40 6.30 0.00 16.59 0.00 347.49 0 9.65 7.33 3 3 6.30 1.21 16.59 16.59 Tz -3156.23 0.00 1.21 0.00 16.59 190.28 7.33 3 4 6.30 2.16 16.59 16.59 My -3025.25 6.30 0.00 16.59 0.00 348.63 0 9.69 7.33 3 4 6.30 2.16 16.59 16.59 Tz 5623.03 0.00 2.16 0.00 16.59 338.99 9.60 3 4 0.00 7.65 8.29 8.29 My 3670.69 0.00 6.30 8.29 6.83 -174.12 980.11 14.36 9.60 3 4 0.00 7.65 8.29 8.29 Tz -3511.69 0.00 1.35 0.00 1.46 2398.38 10.75 3 4 6.30 2.45 8.29 8.29 My -7586.85 6.30 0.00 8.29 0.00 1701.26 0 31.77 10.75 3 4 6.30 2.45 8.29 8.29 Tz -6377.20 0.00 2.45 0.00 8.29 768.91 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> -------------------------------------------------------------------- 0.00 0.58 0.00 ø8/16 2 br. 6.28 --- 3 1.91 Min. reg 0.58 3.09 0.00 ø8/30 2 br. 3.35 --- 3 1.52 Min. reg 3.09 3.67 0.00 ø8/18 2 br. 5.59 --- 3 1.53 Min. reg 3.67 4.25 0.00 ø8/16 2 br. 6.28 --- 3 0.85 Min. reg 4.25 4.92 0.00 ø8/30 2 br. 3.35 --- 3 0.46 Min. reg 4.92 5.50 0.00 ø8/18 2 br. 5.59 --- 3 0.48 Min. reg 5.50 6.08 0.00 ø8/18 2 br. 5.59 --- 3 0.48 Min. reg 6.08 6.75 0.00 ø8/30 2 br. 3.35 --- 3 0.46 Min. reg 6.75 7.33 0.00 ø8/16 2 br. 6.28 --- 3 0.86 Min. reg 7.33 7.91 0.00 ø8/18 2 br. 5.59 --- 3 1.53 Min. reg 7.91 10.42 0.00 ø8/30 2 br. 3.35 --- 3 1.51 Min. reg 10.42 11.00 0.00 ø8/16 2 br. 6.28 --- 3 1.91 Min. reg Travata n. 411 Nodi: 21 27 22 28 23 29 33 30 24 31 25 32 26 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------- 0.20 1a 1 5.60 0.00 6.28 10.30 My -5119.43 5.60 0.00 6.28 10.30 2286.57 -418.69 37.93 1.29 2 1 0.00 9.76 6.28 10.30 My 8125.48 0.00 9.05 6.28 9.55 -666 2432.14 55.87 1.29 2 1 0.00 9.76 6.28 10.30 Tz 1854.52 0.00 0.71 0.00 0.75 2462.42 3.60 2 1 10.22 5.50 11.44 10.30 My -9131.95 10.22 0.00 11.44 0.00 2335.33 0 66.85 3.60 2 1 10.22 5.50 11.44 10.30 Tz -14311.98 0.00 5.50 0.00 10.30 1388.92 3.60 2 2 10.13 4.63 11.44 10.30 My -9052.45 10.13 0.00 11.44 0.00 2315 0 66.26 3.60 2 2 10.13 4.63 11.44 10.30 Tz 12034.36 0.00 4.63 0.00 10.30 1167.88 5.40 1c 2 0.00 5.49 6.28 8.29 My 5022.00 0.00 5.49 6.28 8.29 -425.61 1722.59 36.33 7.20 2 2 6.74 4.12 12.57 14.58 My -6125.90 6.74 0.00 12.57 0.00 1431.87 0 43.33 7.20 2 2 6.74 4.12 12.57 14.58 Tz -10715.63 0.00 4.12 0.00 14.58 735.11 7.20 2 3 7.81 4.40 12.57 14.58 My -7057.70 7.81 0.00 12.57 0.00 1649.67 0 49.92 7.20 2 3 7.81 4.40 12.57 14.58 Tz 11427.82 0.00 4.40 0.00 14.58 783.96 9.00 1c 3 0.00 5.49 6.28 6.28 My 5022.00 0.00 5.49 6.28 6.28 -453.45 2254.04 40.26 10.80 2 3 6.77 4.24 8.29 6.28 My -6155.72 6.77 0.00 8.29 0.00 2140.57 0 50.83 10.80 2 3 6.77 4.24 8.29 6.28 Tz -11036.26 0.00 4.24 0.00 6.28 1756.47 10.80 2 4 6.77 4.00 8.29 6.28 My -6155.71 6.77 0.00 8.29 0.00 2140.56 0 50.83 10.80 2 4 6.77 4.00 8.29 6.28 Tz 10407.06 0.00 4.00 0.00 6.28 1656.33 12.60 1c 4 0.00 5.49 6.28 6.28 My 5022.00 0.00 5.49 6.28 6.28 -453.45 2254.04 40.26 14.40 2 4 10.07 4.60 14.58 15.71 My -9005.68 10.07 0.00 14.58 0.00 1827.77 0 60.43 14.40 2 4 10.07 4.60 14.58 15.71 Tz -11951.66 0.00 4.60 0.00 15.71 760.87 14.40 1a 5 10.03 0.00 14.58 15.71 My -8967.86 10.03 0.00 14.58 15.71 1758.66 -554.26 45.52 16.65 1c 5 0.00 8.72 8.29 9.42 My 7846.88 0.00 8.72 8.29 9.42 -616.82 2370.82 52.19 18.90 2 6 12.84 5.61 16.59 9.42 My -11355.87 12.84 0.00 16.59 0.00 2038.74 0 72.86 18.90 2 6 12.84 5.61 16.59 9.42 Tz -14596.32 0.00 5.61 0.00 9.42 1548.72 18.90 2 7 12.84 5.59 16.59 9.42 My -11355.87 12.84 0.00 16.59 0.00 2038.74 0 72.86 18.90 2 7 12.84 5.59 16.59 9.42 Tz 14534.01 0.00 5.59 0.00 9.42 1542.11 21.15 1c 8 0.00 8.72 8.29 9.42 My 7846.88 0.00 8.72 8.29 9.42 -616.82 2370.82 52.19 23.40 2 8 10.15 5.17 11.44 17.72 My -9072.59 10.15 0.00 11.44 0.00 2320.15 0 66.41 23.40 2 8 10.15 5.17 11.44 17.72 Tz -13452.48 0.00 5.17 0.00 17.72 759.23 23.40 2 9 10.67 4.85 11.44 17.72 My -9518.50 10.67 0.00 11.44 0.00 2434.18 0 69.67 23.40 2 9 10.67 4.85 11.44 17.72 Tz 12603.83 0.00 4.85 0.00 17.72 711.33 25.35 1c 9 0.00 6.48 8.29 8.29 My 5893.87 0.00 6.48 8.29 8.29 -476.78 2015.12 41.01 27.30 2 9 8.34 4.48 14.58 8.29 My -7514.56 8.34 0.00 14.58 0.00 1525.14 0 50.42 27.30 2 9 8.34 4.48 14.58 8.29 Tz -11656.56 0.00 4.48 0.00 8.29 1405.45 27.30 2 10 8.34 4.64 14.58 8.29 My -7514.56 8.34 0.00 14.58 0.00 1525.14 0 50.42 27.30 2 10 8.34 4.64 14.58 8.29 Tz 12067.24 0.00 4.64 0.00 8.29 1454.97 29.25 1c 10 0.00 6.48 6.28 8.29 My 5893.88 0.00 6.48 6.28 8.29 -499.5 2021.65 42.64 31.20 2 10 9.04 4.71 10.30 16.59 My -8116.19 9.04 0.00 10.30 0.00 2292.61 0 61.74 31.20 2 10 9.04 4.71 10.30 16.59 Tz -12254.32 0.00 4.71 0.00 16.59 738.76

[31]

31.20 2 11 7.92 4.45 10.30 16.59 My -7153.22 7.92 0.00 10.30 0.00 2020.6 0 54.41 31.20 2 11 7.92 4.45 10.30 16.59 Tz 11576.53 0.00 4.45 0.00 16.59 697.9 33.15 1c 11 0.00 6.48 8.29 8.29 My 5893.87 0.00 6.48 8.29 8.29 -476.78 2015.12 41.01 35.10 2 11 11.72 4.98 16.59 12.32 My -10408.98 11.72 0.00 16.59 0.00 1868.74 0 66.78 35.10 2 11 11.72 4.98 16.59 12.32 Tz -12955.58 0.00 4.98 0.00 12.32 1052.01 35.10 2 12 11.72 5.85 16.59 12.32 My -10409.00 11.72 0.00 16.59 0.00 1868.75 0 66.78 35.10 2 12 11.72 5.85 16.59 12.32 Tz 15211.94 0.00 5.85 0.00 12.32 1235.23 37.55 2 12 0.00 10.77 8.29 12.32 My 9077.77 0.00 10.16 8.29 11.61 -680.15 2242.42 56.17 37.55 2 12 0.00 10.77 8.29 12.32 Tz -1594.37 0.00 0.61 0.00 0.70 2273.69 38.80 1a 12 6.67 0.00 8.29 12.32 My -6062.72 6.67 0.00 8.29 12.32 2061.99 -448.73 39.21 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ---------------------------------------------------------------------- 0.00 0.38 0.00 ø10/18 2 br. 8.73 --- 2 4.1 Min. reg 0.38 3.22 0.00 ø10/26 2 br. 6.04 --- 2 4.97 Min. reg 3.22 3.60 0.00 ø10/18 2 br. 8.73 --- 2 5.95 Min. reg 3.60 3.98 0.00 ø10/16 2 br. 9.82 --- 2 5 Min. reg 3.98 6.82 0.00 ø10/30 2 br. 5.24 --- 2 4.02 Min. reg 6.82 7.20 0.00 ø10/18 2 br. 8.73 --- 2 4.45 Min. reg 7.20 7.58 0.00 ø10/14 2 br. 11.22 --- 2 4.75 Min. reg 7.58 10.42 0.00 ø10/30 2 br. 5.24 --- 2 3.76 Min. reg 10.42 10.80 0.00 ø10/18 2 br. 8.73 --- 2 4.58 Min. reg 10.80 11.18 0.00 ø10/18 2 br. 8.73 --- 2 4.32 Min. reg 11.18 14.02 0.00 ø10/30 2 br. 5.24 --- 2 3.98 Min. reg 14.02 14.40 0.00 ø10/16 2 br. 9.82 --- 2 4.97 Min. reg 14.40 14.78 0.00 ø10/18 2 br. 8.73 --- 2 5.54 Min. reg 14.78 18.52 0.00 ø10/26 2 br. 6.04 --- 2 5.09 Min. reg 18.52 18.90 14.30 ø10/10 2 br. 15.71 15519.59 2 6.07 14124.63 18.90 19.28 14.23 ø10/10 2 br. 15.71 15519.59 2 6.05 14059.04 19.28 23.02 0.00 ø10/26 2 br. 6.04 --- 2 5.06 Min. reg 23.02 23.40 0.00 ø10/18 2 br. 8.73 --- 2 5.59 Min. reg 23.40 23.78 0.00 ø10/16 2 br. 9.82 --- 2 5.24 Min. reg 23.78 26.92 0.00 ø10/30 2 br. 5.24 --- 2 4.25 Min. reg 26.92 27.30 0.00 ø10/18 2 br. 8.73 --- 2 4.84 Min. reg 27.30 27.68 0.00 ø10/18 2 br. 8.73 --- 2 5.01 Min. reg 27.68 30.82 0.00 ø10/30 2 br. 5.24 --- 2 4.11 Min. reg 30.82 31.20 0.00 ø10/16 2 br. 9.82 --- 2 5.09 Min. reg 31.20 31.58 0.00 ø10/18 2 br. 8.73 --- 2 4.81 Min. reg 31.58 34.72 0.00 ø10/30 2 br. 5.24 --- 2 4.4 Min. reg 34.72 35.10 0.00 ø10/18 2 br. 8.73 --- 2 5.39 Min. reg 35.10 35.48 14.95 ø10/10 2 br. 15.71 15519.67 2 6.33 14772.89 35.48 38.62 0.00 ø10/24 2 br. 6.54 --- 2 5.34 Min. reg 38.62 39.00 0.00 ø10/18 2 br. 8.73 --- 2 4.39 Min. reg ARMATURE PILASTRI FERRI LONGITUDINALI Zg = quota progressiva globale in cui viene effettuato il progetto/verifica (m) El = elemento (asta) in cui viene effettuato il progetto/verifica (progressivo sul numero di aste costituenti il pilastro) Zl = quota progressiva locale (dal nodo iniziale dell'asta) in cui viene effettuato il progetto/verifica (m) Sez = numero della sezione dell'asta interessata dal progetto/verifica AfTeo = area di ferro teorica nelle due direzioni d'inflessione (complessiva, cioè somma dell'area teorica su ognuno dei due lati) AfEff = area di ferro effettiva totale presente nel punto di progetto/verifica (cmq) CC = numero della combinazione delle CCE per cui viene effettuato il progetto/verifica P.no = piano in cui viene progettata l'area di ferro teorica XY : progetto/verifica nel piano individuato dagli assi locali XY (momento flettente MZ - taglio TY) XZ : progetto/verifica nel piano individuato dagli assi locali XZ (momento flettente MY - taglio TZ) M,My,Mz = momento di verifica (kgm) N = sforzo normale di verifica (kg) σf = tensione massima o minima nell'acciaio (negativa se di compressione) (kg/cmq) σc = tensione massima nel calcestruzzo (negativa se di compressione) (kg/cmq) VERIFICHE DI STABILITA` Z0,Z1 = quote progressive globali iniziali e finali del tratto di pilastro nel quale sono state effettuate le verifiche di stabilità (m) Sn.y,Sn.z = snellezze nei piani di inflessione XZ o XY Om.y,Om.z = coefficienti omega nei piani di inflessione XZ o XY Neul.y,Neul.z = sforzi normali euleriani nei piani di inflessione XZ o XY (kg) Z = quota progressiva globale in cui sono stati valutati i coefficienti c (vedi normativa) CC = numero della combinazione delle CCE per cui sono stati valutati i coefficienti c cy,cz = coefficienti c nei piani di inflessione XZ o XY STAFFE Z0,Z1 = quote progressive globali iniziali e finali del tratto di pilastro nel quale è stata effettuata la progettazione a taglio (m) Lung. = lunghezza del tratto di pilastro (m) Staff. = staffatura adottata (il passo è sempre espresso in cm) AfEff = area di ferro effettiva della staffatura (cmq/m) AfTeo y,AfTeo z = aree di ferro teoriche delle staffature nei piani XZ o XY CC = numero della combinazione delle CCE per cui viene effettuato il progetto/verifica Scorrim. = sforzo di scorrimento (kg), distinto in: y,z : piani XZ o XY (per pilastri circolari viene riportata la sola componente y, che rappresenta lo scorrimento massimo) agente : scorrimento agente assorbito : scorrimento complessivo assorbito dall'armatura presente CC = numero della combinazione delle CCE per cui viene valutato il valore di τ τ = τ massima nella sezione nella direzione dell'asse di flessione Pilastrata 1 Nodi : 1 101 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 26.14 2 10637.67 0.00 -18979.71 2061.2 -87.5 2 10637.67 0.00 -17157.82 2124.3 -87.0 0.00 1 0.00 1 22.87 2 10637.67 0.00 -18979.71 2333.8 -93.8 2 10637.67 0.00 -17157.82 2406.5 -93.4

[32]

4.65 1 4.65 1 22.87 3 0.00 12669.53 -17785.68 2400.3 -92.0 3 0.00 12669.53 -13701.86 2571.9 -91.1 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 4.65 4.65 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.4 4.65 1 4.65 3 4.4 ----------------------------- Pilastrata 2 Nodi : 2 102 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 3 0.00 -10399.17 -47751.66 -1173.7 -86.7 3 0.00 -10399.17 -51051.80 -1178.1 -86.5 0.00 1 0.00 1 31.16 2 -7670.50 0.00 -49712.25 -924.9 -68.8 3 0.00 -10399.17 -51051.80 -924.9 -68.0 4.40 1 4.40 1 31.16 3 0.00 18063.70 -48851.80 1633.8 -109.9 3 0.00 18063.70 -45551.66 1715.4 -109.1 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 4.40 4.40 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.8 4.40 1 4.40 3 4.5 ----------------------------- Pilastrata 3 Nodi : 3 103 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 2 8478.58 0.00 -46910.80 -1179.2 -90.0 2 8478.58 0.00 -47713.77 -1180.4 -89.9 0.00 1 0.00 1 16.08 2 8478.58 0.00 -46910.80 -1179.2 -90.0 2 8478.58 0.00 -47713.77 -1180.4 -89.9 3.80 1 3.80 1 16.08 3 0.00 11485.60 -44062.44 1455.2 -96.2 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.2 3.80 1 3.80 3 3.9 ----------------------------- Pilastrata 4 Nodi : 4 104 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 2 -9630.93 0.00 -47666.48 1484.6 -102.7 0.00 1 0.00 1 24.13 2 -9630.93 0.00 -47666.48 1312.9 -97.7 3.80 1 3.80 1 24.13 3 0.00 15621.21 -47946.17 1647.9 -107.6 3 0.00 15621.21 -46071.57 1705.9 -107.4 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.8 3.80 1 3.80 3 4.8 ----------------------------- Pilastrata 5 Nodi : 5 105 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 20.61 2 10592.31 0.00 -45486.59 1527.2 -101.9 2 10592.31 0.00 -44209.70 1573.4 -101.8 0.00 1 0.00 1 20.61 2 10592.31 0.00 -45486.59 1527.2 -101.9 2 10592.31 0.00 -44209.70 1573.4 -101.8

[33]

3.80 1 3.80 1 20.61 3 0.00 13994.40 -43917.94 1727.6 -104.9 3 0.00 13994.40 -41978.35 1799.7 -104.7 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.6 3.80 1 3.80 3 4.6 ----------------------------- Pilastrata 6 Nodi : 6 106 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 32.17 2 -13218.54 0.00 -15373.34 2418.8 -98.4 2 -13218.54 0.00 -13841.05 2463.7 -98.0 0.00 1 0.00 1 28.15 2 -13218.54 0.00 -15373.34 2537.4 -98.9 2 -13218.54 0.00 -13841.05 2586.7 -98.4 3.80 1 3.80 1 28.15 2 6497.13 0.00 -13473.34 1061.8 -50.3 2 6497.13 0.00 -11941.05 1108.9 -49.9 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 2 4.1 3.80 1 3.80 2 3.7 ----------------------------- Pilastrata 11 Nodi : 11 111 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 26.14 2 10637.67 0.00 -18979.71 2061.2 -87.5 2 10637.67 0.00 -17157.82 2124.3 -87.0 0.00 1 0.00 1 22.87 2 10637.67 0.00 -18979.71 2333.8 -93.8 2 10637.67 0.00 -17157.82 2406.5 -93.4 4.65 1 4.65 1 22.87 3 0.00 -12669.53 -17785.68 2400.3 -92.0 3 0.00 -12669.53 -13701.86 2571.9 -91.1 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 4.65 4.65 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.4 4.65 1 4.65 3 4.4 ----------------------------- Pilastrata 12 Nodi : 12 112 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 3 0.00 10399.17 -47751.66 -1173.7 -86.7 3 0.00 10399.17 -51051.80 -1178.1 -86.5 0.00 1 0.00 1 31.16 2 -7670.50 0.00 -49712.25 -924.9 -68.8 3 0.00 10399.17 -51051.80 -924.9 -68.0 4.40 1 4.40 1 31.16 3 0.00 -18063.70 -48851.80 1633.8 -109.9 3 0.00 -18063.70 -45551.66 1715.4 -109.1 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 4.40 4.40 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.8 4.40 1 4.40 3 4.5 ----------------------------- Pilastrata 13 Nodi : 13 113 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 2 8478.58 0.00 -46910.80 -1179.2 -90.0

[34]

2 8478.58 0.00 -47713.77 -1180.4 -89.9 0.00 1 0.00 1 16.08 2 8478.58 0.00 -46910.80 -1179.2 -90.0 2 8478.58 0.00 -47713.77 -1180.4 -89.9 3.80 1 3.80 1 16.08 3 0.00 -11485.60 -44062.45 1455.2 -96.2 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.2 3.80 1 3.80 3 3.9 ----------------------------- Pilastrata 14 Nodi : 14 114 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 2 -9630.93 0.00 -47666.48 1484.6 -102.7 0.00 1 0.00 1 24.13 2 -9630.93 0.00 -47666.48 1312.9 -97.7 3.80 1 3.80 1 24.13 3 0.00 -15621.21 -47946.17 1647.9 -107.6 3 0.00 -15621.21 -46071.57 1705.9 -107.4 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.8 3.80 1 3.80 3 4.8 ----------------------------- Pilastrata 15 Nodi : 15 115 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 20.61 2 10592.31 0.00 -45486.59 1527.2 -101.9 2 10592.31 0.00 -44209.71 1573.4 -101.8 0.00 1 0.00 1 20.61 2 10592.31 0.00 -45486.59 1527.2 -101.9 2 10592.31 0.00 -44209.71 1573.4 -101.8 3.80 1 3.80 1 20.61 3 0.00 -13994.40 -43917.95 1727.6 -104.9 3 0.00 -13994.40 -41978.36 1799.7 -104.7 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 4.6 3.80 1 3.80 3 4.6 ----------------------------- Pilastrata 16 Nodi : 16 116 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 32.17 2 -13218.54 0.00 -15373.34 2418.8 -98.4 2 -13218.54 0.00 -13841.05 2463.7 -98.0 0.00 1 0.00 1 28.15 2 -13218.54 0.00 -15373.34 2537.4 -98.9 2 -13218.54 0.00 -13841.05 2586.7 -98.4 3.80 1 3.80 1 28.15 2 6497.13 0.00 -13473.34 1061.8 -50.3 2 6497.13 0.00 -11941.05 1108.9 -49.9 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.80 3.80 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 2 4.1 3.80 1 3.80 2 3.7 ----------------------------- Pilastrata 21 Nodi : 21 121 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 3 0.00 12072.10 -32647.13 2187.3 -101.7

[35]

4.65 1 4.65 1 16.08 3 0.00 8916.90 -30322.13 1306.2 -74.9 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 4.65 4.65 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 3.2 4.65 1 4.65 3 3.4 ----------------------------- Pilastrata 26 Nodi : 26 126 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 1 16.08 2 -6933.24 0.00 -21993.01 1675.2 -74.7 2 -6927.65 0.00 -21216.85 1715.2 -74.7 0.00 1 0.00 1 16.08 2 -6933.24 0.00 -21993.01 1675.2 -74.7 2 -6927.65 0.00 -21216.85 1715.2 -74.7 5.50 1 5.50 1 16.08 2 4294.75 0.00 -18466.85 789.5 -46.0 Dati per verifiche di stabilità Z0 Z1 Sn.y Om.y Neul.y Sn.z Om.z Neul.z ------------------------------------------------------------------------------- 0.00 6.00 51.96 1.01 984764.60 41.57 1.00 1538695.00 Coefficienti utilizzati nelle verifiche Z CC cy cz ---------------------------------- 0.00 2 1.02 1.01 5.50 2 1.02 1.01 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 5.50 5.50 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 2 1.4 5.50 1 5.50 2 1.6 ----------------------------- Pilastrata 85 Nodi : -11 -5 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 4.85 1 0.55 3 12.06 2 236.33 0.00 965.56 273.2 -4.6 2 236.33 0.00 988.03 275.1 -4.5 4.85 1 0.55 3 12.06 2 236.33 0.00 965.56 273.2 -4.6 2 236.33 0.00 988.03 275.1 -4.5 5.50 1 1.20 3 12.06 2 348.51 0.00 1168.69 381.7 -7.0 2 348.51 0.00 1191.15 383.5 -7.0 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 4.85 5.50 0.65 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 4.85 1 0.55 3 1.3 5.50 1 1.20 3 1.3 ----------------------------- Pilastrata 86 Nodi : -10 -4 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 4.85 1 0.55 3 12.06 3 0.00 395.48 884.55 273.7 -4.3 5.50 1 1.20 3 12.06 3 0.00 611.55 1087.67 397.6 -6.9 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 4.85 5.50 0.65 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 4.85 1 0.55 3 1.6 5.50 1 1.20 3 1.6 ----------------------------- Pilastrata 87 Nodi : -9 -3

[36]

Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 5.15 1 0.00 3 12.06 2 -373.07 0.00 933.52 382.5 -7.8 5.50 1 0.35 3 12.06 2 -200.28 0.00 1042.89 250.3 -3.6 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 5.15 5.50 0.35 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 5.15 1 0.00 3 1.3 5.50 1 0.35 3 1.2 ----------------------------- Pilastrata 88 Nodi : -8 -2 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 5.15 1 0.00 3 12.06 3 0.00 1167.52 20733.77 2366.8 0.0 2 802.37 0.00 21013.86 2413.7 0.0 5.15 1 0.00 3 12.06 3 0.00 1167.52 20733.77 2366.8 0.0 2 802.37 0.00 21013.86 2413.7 0.0 6.13 1 0.98 3 12.06 3 0.00 37.23 21041.10 1764.8 0.0 2 -576.78 0.00 21321.19 2250.3 0.0 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 5.15 6.13 0.98 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 5.15 1 0.00 2 1.3 6.13 1 0.98 2 1.3 -----------------------------

[37]

VASCHE

POZZETTO BUSENGA-1

[38]

Introduzione Sistemi di riferimento Le coordinate, i carichi concentrati, i cedimenti, le reazioni vincolari e gli spostamenti dei NODI sono riferiti ad una terna destra cartesiana globale con l'asse Z verticale rivolto verso l'alto. I carichi in coordinate locali e le sollecitazioni delle ASTE sono riferite ad una terna destra cartesiana locale così definita: - origine nel nodo iniziale dell'asta; - asse X coincidente con l'asse dell'asta e con verso dal nodo iniziale al nodo finale; - immaginando la trave a sezione rettangolare l'asse Y è parallelo alla base e l'asse Z è parallelo all'altezza. La rotazione dell'asta comporta quindi una rotazione di tutta la terna locale. Si può immaginare la terna locale di un'asta comunque disposta nello spazio come derivante da quella globale dopo una serie di trasformazioni: - una rotazione intorno all'asse Z che porti l'asse X a coincidere con la proiezione dell'asse dell'asta sul piano orizzontale; - una traslazione lungo il nuovo asse X così definito in modo da portare l'origine a coincidere con la proiezione del nodo iniziale dell'asta sul piano orizzontale; - una traslazione lungo l'asse Z che porti l'origine a coincidere con il nodo iniziale dell'asta; - una rotazione intorno all'asse Y così definito che porti l'asse X a coincidere con l'asse dell'asta; - una rotazione intorno all'asse X così definito pari alla rotazione dell'asta. In pratica le travi prive di rotazione avranno sempre l'asse Z rivolto verso l'alto e l'asse Y nel piano del solaio, mentre i pilastri privi di rotazione avranno l'asse Y parallelo all'asse Y globale e l'asse Z parallelo ma controverso all'asse X globale. Da notare quindi che per i pilastri la "base" è il lato parallelo a Y. Le sollecitazioni ed i carichi in coordinate locali negli ELEMENTI BIDIMENSIONALI e nei MURI sono riferiti ad una terna destra cartesiana locale così definita: - origine nel primo nodo dell'elemento; - asse X coincidente con la congiungente il primo ed il secondo nodo dell'elemento; - asse Y definito come prodotto vettoriale fra il versore dell'asse X e il versore della congiungente il primo e il quarto nodo. Asse Z a formare con gli altri due una terna destrorsa. Praticamente un elemento verticale con l'asse X locale coincidente con l'asse X globale ha anche gli altri assi locali coincidenti con quelli globali. Rotazioni e momenti Seguendo il principio adottato per tutti i carichi che sono positivi se CONTROVERSI agli assi, anche i momenti concentrati e le rotazioni impresse in coordinate globali risultano positivi se CONTROVERSI al segno positivo delle rotazioni. Il segno positivo dei momenti e delle rotazioni è quello orario per l'osservatore posto nell'origine: X ruota su Y, Y ruota su Z, Z ruota su X. In pratica è sufficiente adottare la regola della mano destra: col pollice rivolto nella direzione dell'asse, la rotazione che porta a chiudere il palmo della mano corrisponde al segno positivo. Normativa di riferimento La normativa di riferimento è la seguente: - Legge n. 64 del 2/2/1974 - Provvedimenti per le costruzioni con particolari prescrizioni per le zone sismiche. - D.M. del 24/1/1986 - Norme tecniche relative alle costruzioni sismiche. - Legge n. 1086 del 5/11/1971 - Norme per la disciplina delle opere di conglomerato cementizio armato, normale e precompresso ed a struttura metallica. - D.M. del 14/2/1992 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture metalliche. - D.M. del 9/1/1996 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture metalliche. - D.M. del 16/1/1996 - Norme tecniche per le costruzioni in zone sismiche. - Circolare n. 21745 del 30/7/1981 - Legge n. 219 del 14/5/1981 - Art. 10 - Istruzioni relative al rafforzamento degli edifici in muratura danneggiati dal sisma. - Regione Autonoma Friuli Venezia Giulia - Legge Regionale n. 30 del 20/6/1977 - Documentazione tecnica per la progettazione e direzione delle opere di riparazione degli edifici - Documento Tecnico n. 2 - Raccomandazioni per la riparazione strutturale degli edifici in muratura. - Norme Tecniche C.N.R. n. 10011-85 del 18/4/1985 - Costruzioni di acciaio - Istruzioni per il calcolo, l'esecuzione, il collaudo e la manutenzione. - Norme Tecniche C.N.R. n. 10025-84 del 14/12/1984 - Istruzioni per il progetto, l'esecuzione ed il controllo delle strutture prefabbricate in conglomerato cementizio e per le strutture costruite con sistemi industrializzati di acciaio - Istruzioni per il calcolo, l'esecuzione, il collaudo e la manutenzione. - Circolare n. 65 del 10/4/1997 - Istruzioni per l'applicazione delle "Norme tecniche per le costruzioni in zone sismiche" di cui al D.M. del 16/1/1996. - Ordinanza n. 3274 del 20/3/2003 - Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica. - Ordinanza n. 3316 del 2/10/2003 - Modifiche ed integrazioni all'Ordinanza n. 3274 del 20/3/2003. Unità di misura Le unità di misura adottate sono le seguenti: - lunghezze : m - forze : kg

[39]

- masse : kg massa - temperature : gradi centigradi - angoli : gradi sessadecimali o radianti Geometria Geometria Elenco vincoli nodi

Simbologia Simbologia

Vn = Numero del vincolo nodo Comm. = Commento Sx = Spostamento in dir. X (L=libero, B=bloccato) Sy = Spostamento in dir. Y (L=libero, B=bloccato) Sz = Spostamento in dir. Z (L=libero, B=bloccato) Rx = Rotazione intorno all'asse X (L=libera, B=bloccata) Ry = Rotazione intorno all'asse Y (L=libera, B=bloccata) Rz = Rotazione intorno all'asse Z (L=libera, B=bloccata) RL = Rotazione libera Ly = Lunghezza (dir. Y locale) Lz = Larghezza (dir. Z locale) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Vn Comm. Sx Sy Sz Rx Ry Rz RL Ly

<m> Lz <m>

Kt <kg/cmc>

1 Libero L L L L L L 7 27491.00 27491.00 B L L L

Elenco nodi Nodi fondazione

[40]

nodi copertura

Simbologia

Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo Z = Coordinata Z del nodo Imp. = Numero dell'impalcato Vn = Numero del vincolo nodo Nodo X

<m> Y

<m> Z

<m> Imp. Vn Nodo X

<m> Y

<m> Z

<m> Imp. Vn Nodo X

<m> Y

<m> Z

<m> Imp. Vn

-210 2.80 8.55 0.00 0 1 -209 2.80 3.74 0.00 0 1 -208 1.50 3.74 0.00 0 1 -207 2.80 2.23 0.00 0 1 -206 2.80 0.66 0.00 0 1 -205 1.50 8.55 0.00 0 1 -204 1.50 2.23 0.00 0 1 -203 2.80 -0.15 3.88 0 1 -202 2.80 -0.15 2.91 0 1 -201 2.80 -0.15 1.94 0 1 -200 2.80 -0.15 0.97 0 1 -199 2.80 1.48 3.88 0 1 -198 2.80 1.48 2.91 0 1 -197 2.80 1.48 1.94 0 1 -196 2.80 1.48 0.97 0 1 -195 2.80 4.50 3.88 0 1 -194 2.80 4.50 2.91 0 1 -193 2.80 4.50 1.94 0 1 -192 2.80 4.50 0.97 0 1 -191 2.80 7.50 3.88 0 1 -190 2.80 7.50 2.91 0 1

[41]

-189 2.80 7.50 1.94 0 1 -188 2.80 7.50 0.97 0 1 -187 2.80 9.60 3.88 0 1 -186 2.80 9.60 2.91 0 1 -185 2.80 9.60 1.94 0 1 -184 2.80 9.60 0.97 0 1 -183 2.80 3.49 4.85 1 1 -182 1.50 3.49 4.85 1 1 -181 2.80 2.48 4.85 1 1 -180 1.50 2.48 4.85 1 1 -179 2.80 0.66 4.85 1 1 -178 1.50 0.66 4.85 1 1 -177 2.80 8.55 4.85 1 1 -176 1.50 8.55 4.85 1 1 -175 2.80 6.50 4.85 1 1 -174 1.50 6.50 4.85 1 1 -173 2.80 5.50 4.85 1 1 -172 1.50 5.50 4.85 1 1 -171 1.50 0.66 0.00 0 1 -170 0.00 8.55 3.88 0 1 -169 0.00 8.55 2.91 0 1 -168 0.00 8.55 1.94 0 1 -167 0.00 8.55 0.97 0 1 -166 0.00 8.55 4.85 1 1 -165 0.00 8.55 0.00 0 1 -164 0.00 6.50 3.88 0 1 -163 0.00 6.49 2.91 0 1 -162 0.00 6.49 1.94 0 1 -161 0.00 6.49 0.97 0 1 -160 0.00 5.50 3.88 0 1 -159 0.00 5.51 2.91 0 1 -158 0.00 5.51 1.94 0 1 -157 0.00 5.51 0.97 0 1 -156 0.00 6.50 4.85 1 1 -155 0.00 5.50 4.85 1 1 -154 0.00 3.74 3.88 0 1 -153 0.00 3.74 2.91 0 1 -152 0.00 3.74 1.94 0 1 -151 0.00 3.74 0.97 0 1 -150 0.00 2.99 3.88 0 1 -149 0.00 2.99 2.91 0 1 -148 0.00 2.99 1.94 0 1 -147 0.00 2.99 0.97 0 1 -146 0.00 2.23 3.88 0 1 -145 0.00 2.23 2.91 0 1 -144 0.00 2.23 1.94 0 1 -143 0.00 2.23 0.97 0 1 -142 0.00 3.74 4.85 1 1 -141 0.00 3.74 0.00 0 1 -140 0.00 2.99 4.85 1 1 -139 0.00 2.23 4.85 1 1 -138 0.00 2.23 0.00 0 1 -137 0.00 0.66 3.88 0 1 -136 0.00 0.66 2.91 0 1 -135 0.00 0.66 1.94 0 1 -134 0.00 0.66 0.97 0 1 -133 0.00 0.66 4.85 1 1 -132 0.00 0.66 0.00 0 1 -131 4.30 8.55 3.88 0 1 -130 4.30 8.55 2.91 0 1 -129 4.30 8.55 1.94 0 1 -128 4.30 8.55 0.97 0 1 -127 4.30 9.60 3.88 0 1 -126 4.30 9.60 2.91 0 1 -125 4.30 9.60 1.94 0 1 -124 4.30 9.60 0.97 0 1 -123 4.30 8.55 4.85 1 1 -122 4.30 8.55 0.00 0 1 -121 4.30 6.50 3.88 0 1 -120 4.30 6.49 2.91 0 1 -119 4.30 6.49 1.94 0 1 -118 4.30 6.49 0.97 0 1 -117 4.30 5.50 3.88 0 1 -116 4.30 5.51 2.91 0 1 -115 4.30 5.51 1.94 0 1 -114 4.30 5.51 0.97 0 1 -113 4.30 7.50 3.88 0 1 -112 4.30 7.50 2.91 0 1 -111 4.30 7.50 1.94 0 1 -110 4.30 7.50 0.97 0 1 -109 4.30 6.50 4.85 1 1 -108 4.30 5.50 4.85 1 1 -107 4.30 3.74 3.88 0 1 -106 4.30 3.74 2.91 0 1 -105 4.30 3.74 1.94 0 1 -104 4.30 3.74 0.97 0 1 -103 4.30 2.99 3.88 0 1 -102 4.30 2.99 2.91 0 1 -101 4.30 2.99 1.94 0 1 -100 4.30 2.99 0.97 0 1 -99 4.30 2.23 3.88 0 1 -98 4.30 2.23 2.91 0 1 -97 4.30 2.23 1.94 0 1 -96 4.30 2.23 0.97 0 1 -95 4.30 4.50 3.88 0 1 -94 4.30 4.50 2.91 0 1 -93 4.30 4.50 1.94 0 1 -92 4.30 4.50 0.97 0 1 -91 4.30 3.74 4.85 1 1 -90 4.30 3.74 0.00 0 1 -89 4.30 2.99 4.85 1 1 -88 4.30 2.23 4.85 1 1 -87 4.30 2.23 0.00 0 1 -86 4.30 0.66 3.88 0 1 -85 4.30 0.66 2.91 0 1 -84 4.30 0.66 1.94 0 1 -83 4.30 0.66 0.97 0 1 -82 4.30 -0.15 3.88 0 1 -81 4.30 1.48 3.88 0 1 -80 4.30 -0.15 2.91 0 1 -79 4.30 1.48 2.91 0 1 -78 4.30 -0.15 1.94 0 1 -77 4.30 1.48 1.94 0 1 -76 4.30 -0.15 0.97 0 1 -75 4.30 1.48 0.97 0 1 -74 4.30 0.66 4.85 1 1 -73 4.30 0.66 0.00 0 1 -72 0.00 9.60 3.88 0 1 -71 1.50 9.60 3.88 0 1 -70 0.00 9.60 2.91 0 1 -69 1.50 9.60 2.91 0 1 -68 0.00 9.60 1.94 0 1 -67 1.50 9.60 1.94 0 1 -66 0.00 9.60 0.97 0 1 -65 1.50 9.60 0.97 0 1 -64 0.00 7.50 3.88 0 1 -63 1.50 7.50 3.88 0 1 -62 0.00 7.50 2.91 0 1 -61 1.50 7.50 2.91 0 1 -60 0.00 7.50 1.94 0 1 -59 1.50 7.50 1.94 0 1 -58 0.00 7.50 0.97 0 1 -57 1.50 7.50 0.97 0 1 -56 0.00 4.50 3.88 0 1 -55 1.50 4.50 3.88 0 1 -54 0.00 4.50 2.91 0 1 -53 1.50 4.50 2.91 0 1 -52 0.00 4.50 1.94 0 1 -51 1.50 4.50 1.94 0 1 -50 0.00 4.50 0.97 0 1 -49 1.50 4.50 0.97 0 1 -48 0.00 1.48 3.88 0 1 -47 1.50 1.48 3.88 0 1 -46 0.00 1.48 2.91 0 1 -45 1.50 1.48 2.91 0 1 -44 0.00 1.48 1.94 0 1 -43 1.50 1.48 1.94 0 1 -42 0.00 1.48 0.97 0 1 -41 1.50 1.48 0.97 0 1 -40 0.00 -0.15 3.88 0 1 -39 1.50 -0.15 3.88 0 1 -38 0.00 -0.15 2.91 0 1 -37 1.50 -0.15 2.91 0 1 -36 0.00 -0.15 1.94 0 1 -35 1.50 -0.15 1.94 0 1 -34 0.00 -0.15 0.97 0 1 -33 1.50 -0.15 0.97 0 1 -32 1.50 6.48 0.00 0 1 -31 1.50 5.52 0.00 0 1 -30 2.80 6.48 0.00 0 1 -29 2.80 5.52 0.00 0 1 -28 4.30 6.48 0.00 0 1 -27 0.00 6.48 0.00 0 1 -26 4.30 5.52 0.00 0 1 -25 0.00 5.52 0.00 0 1 -24 2.80 2.99 0.00 0 1 -23 1.50 2.99 0.00 0 1 -22 4.30 2.99 0.00 0 1 -21 0.00 2.99 0.00 0 1 -20 2.80 9.60 4.85 1 1 -19 2.80 9.60 0.00 0 1 -18 1.50 9.60 4.85 1 1 -17 1.50 9.60 0.00 0 1 -16 2.80 7.50 4.85 1 1 -15 2.80 7.50 0.00 0 1 -14 1.50 7.50 4.85 1 1 -13 1.50 7.50 0.00 0 1 -12 2.80 4.50 4.85 1 1 -11 2.80 4.50 0.00 0 1 -10 1.50 4.50 4.85 1 1 -9 1.50 4.50 0.00 0 1 -8 2.80 1.48 4.85 1 1 -7 2.80 1.48 0.00 0 1 -6 1.50 1.48 4.85 1 1 -5 1.50 1.48 0.00 0 1 -4 2.80 -0.15 4.85 1 1 -3 2.80 -0.15 0.00 0 1 -2 1.50 -0.15 4.85 1 1 -1 1.50 -0.15 0.00 0 1 1 0.00 -0.15 0.00 0 7 2 4.30 -0.15 0.00 0 7 11 0.00 1.48 0.00 0 1 12 4.30 1.48 0.00 0 1 21 0.00 4.50 0.00 0 7 22 4.30 4.50 0.00 0 7 31 0.00 7.50 0.00 0 1 32 4.30 7.50 0.00 0 1 41 0.00 9.60 0.00 0 7 42 4.30 9.60 0.00 0 7 201 0.00 -0.15 4.85 1 1 202 4.30 -0.15 4.85 1 1 205 0.00 9.60 4.85 1 1 211 0.00 1.48 4.85 1 1 212 4.30 1.48 4.85 1 1 221 0.00 4.50 4.85 1 1 222 4.30 4.50 4.85 1 1 231 0.00 7.50 4.85 1 1 232 4.30 7.50 4.85 1 1 242 4.30 9.60 4.85 1 1

Elenco materiali Simbologia

Mat. = Numero del materiale Comm. = Commento P = Peso specifico E = Modulo elastico G = Modulo elastico tangenziale � = Coeff. di Poisson � = Coeff. di dilatazione termica Mat. Comm. P

<kg/mc> E

<kg/cmq> G

<kg/cmq> � �

1 Calcestruzzo 2500 300000.00 130000.00 0.1 1.000000E-005 Elenco sezioni aste Simbologia

Sez. = Numero della sezione Comm. = Commento Tipo = Tipologia 2C = Doppia C lato labbri 2Cdx = Doppia C lato costola 2I = Doppia I 2L = Doppia L lato labbri 2Ldx = Doppia L lato costole C = C Cdx = C destra Cir. = Circolare Cir.c = Circolare cava I = I L = L Ldx = L destra

[42]

Om. = Omega Pg = Pi greco Pr = Poligono regolare Prc = Poligono regolare cavo Pc = Per coordinate Ia = Inerzie assegnate R = Rettangolare Rc = Rettangolare cava T = T U = U Ur = U rovescia V = V Vr = V rovescia Z = Z Zdx = Z destra Ts = T stondata Ls = L stondata Cs = C stondata Is = I stondata Dis. = Disegnata Me = Membratura G = Generica T = Trave P = Pilastro Ver. = Verifica prevista N = Nessuna C = Cemento armato A = Acciaio L = Legno Ma = Numero del materiale C = Numero del criterio di progetto Ccol = Numero del criterio di progetto collegamento Sez. Comm. Tipo Me Ver. Ma C Ccol

Elenco vincoli aste Simbologia

Va = Numero del vincolo asta Comm. = Commento Tipo = Tipologia SVI = Definizione di vincolamenti interni ELA = Vincolo su suolo elastico alla Winkler BIE-RTC = Biella resistente a trazione e a compressione BIE-RC = Biella resistente solo a compressione BIE-RT = Biella resistente solo a trazione Ni = Sforzo normale nodo iniziale (0=sbloccato, 1=bloccato) Tyi = Taglio in dir. Y locale nodo iniziale (0=sbloccato, 1=bloccato) Tzi = Taglio in dir. Z locale nodo iniziale (0=sbloccato, 1=bloccato) Mxi = Momento intorno all'asse X locale nodo iniziale (0=sbloccato, 1=bloccato) Myi = Momento intorno all'asse Y locale nodo iniziale (0=sbloccato, 1=bloccato) Mzi = Momento intorno all'asse Z locale nodo iniziale (0=sbloccato, 1=bloccato) Nf = Sforzo normale nodo finale (0=sbloccato, 1=bloccato) Tyf = Taglio in dir. Y locale nodo finale (0=sbloccato, 1=bloccato) Tzf = Taglio in dir. Z locale nodo finale (0=sbloccato, 1=bloccato) Mxf = Momento intorno all'asse X locale nodo finale (0=sbloccato, 1=bloccato) Myf = Momento intorno all'asse Y locale nodo finale (0=sbloccato, 1=bloccato) Mzf = Momento intorno all'asse Z locale nodo finale (0=sbloccato, 1=bloccato) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Va Comm. Tipo Ni Tyi Tzi Mxi Myi Mzi Nf Tyf Tzf Mxf Myf Mzf Kt

<kg/cmc> 1 Inc+Inc SVI 1 1 1 1 1 1 1 1 1 1 1 1

Elenco aste Simbologia

Asta = Numero dell'asta N1 = Nodo iniziale N2 = Nodo finale Sez. = Numero della sezione Va = Numero del vincolo asta Par. = Numero dei parametri aggiuntivi Rot. = Rotazione FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Dz1 = Scost. filo fisso Z1 Dz2 = Scost. filo fisso Z2 Asta N1 N2 Sez. Va Par. Rot.

<grad> FF Dy1

<cm> Dy2 <cm>

Dz1 <cm>

Dz2 <cm>

0 1 -132 1 0.00 22 0.00 0.00 0.00 0.000 1 -34 1 0.00 55 0.00 0.00 0.00 0.000 1 -1 1 0.00 55 0.00 0.00 0.00 0.000 -132 11 1 0.00 22 0.00 0.00 0.00 0.000 -34 -36 1 0.00 55 0.00 0.00 0.00 0.000 11 -138 1 0.00 22 0.00 0.00 0.00 0.000 11 -42 1 0.00 55 0.00 0.00 0.00 0.000 11 -5 1 0.00 55 0.00 0.00 0.00 0.000 -42 -44 1 0.00 55 0.00 0.00 0.00 0.000 -1 -3 1 0.00 55 0.00 0.00 0.00 0.000 -5 -7 1 0.00 55 0.00 0.00 0.00 0.000 -36 -38 1 0.00 55 0.00 0.00 0.00 0.000 -138 -21 1 0.00 22 0.00 0.00 0.00 0.000 -38 -40 1 0.00 55 0.00 0.00 0.00 0.000 -21 -141 1 0.00 22 0.00 0.00 0.00 0.000 -44 -46 1 0.00 55 0.00 0.00 0.00 0.000 -46 -48 1 0.00 55 0.00 0.00 0.00 0.000 -3 2 1 0.00 55 0.00 0.00 0.00 0.000 -141 21 1 0.00 22 0.00 0.00 0.00 0.000 2 -73 1 0.00 22 0.00 0.00 0.00 0.000 -40 201 1 0.00 55 0.00 0.00 0.00 0.000 2 -76 1 0.00 55 0.00 0.00 0.00 0.00

[43]

0 21 -50 1 0.00 55 0.00 0.00 0.00 0.000 21 -25 1 0.00 22 0.00 0.00 0.00 0.000 -73 12 1 0.00 22 0.00 0.00 0.00 0.000 12 -87 1 0.00 22 0.00 0.00 0.00 0.000 12 -75 1 0.00 55 0.00 0.00 0.00 0.000 201 -133 1 0.00 22 0.00 0.00 0.00 0.000 201 -2 1 0.00 11 0.00 0.00 0.00 0.000 -76 -78 1 0.00 55 0.00 0.00 0.00 0.000 -7 12 1 0.00 55 0.00 0.00 0.00 0.000 -78 -80 1 0.00 55 0.00 0.00 0.00 0.000 21 -9 1 0.00 55 0.00 0.00 0.00 0.000 -9 -11 1 0.00 55 0.00 0.00 0.00 0.000 -87 -22 1 0.00 22 0.00 0.00 0.00 0.000 -22 -90 1 0.00 22 0.00 0.00 0.00 0.000 -48 211 1 0.00 55 0.00 0.00 0.00 0.000 -133 211 1 0.00 22 0.00 0.00 0.00 0.000 -2 -4 1 0.00 11 0.00 0.00 0.00 0.000 -50 -52 1 0.00 55 0.00 0.00 0.00 0.000 211 -139 1 0.00 22 0.00 0.00 0.00 0.000 211 -6 1 0.00 11 0.00 0.00 0.00 0.000 -75 -77 1 0.00 55 0.00 0.00 0.00 0.000 -80 -82 1 0.00 55 0.00 0.00 0.00 0.000 -77 -79 1 0.00 55 0.00 0.00 0.00 0.000 -4 202 1 0.00 11 0.00 0.00 0.00 0.000 -6 -8 1 0.00 11 0.00 0.00 0.00 0.000 -82 202 1 0.00 55 0.00 0.00 0.00 0.000 -79 -81 1 0.00 55 0.00 0.00 0.00 0.000 -25 -27 1 0.00 22 0.00 0.00 0.00 0.000 -52 -54 1 0.00 55 0.00 0.00 0.00 0.000 -27 31 1 0.00 22 0.00 0.00 0.00 0.000 -54 -56 1 0.00 55 0.00 0.00 0.00 0.000 -11 22 1 0.00 55 0.00 0.00 0.00 0.000 -90 22 1 0.00 22 0.00 0.00 0.00 0.000 -8 212 1 0.00 11 0.00 0.00 0.00 0.000 -13 -15 1 0.00 55 0.00 0.00 0.00 0.000 -56 221 1 0.00 55 0.00 0.00 0.00 0.000 22 -92 1 0.00 55 0.00 0.00 0.00 0.000 -81 212 1 0.00 55 0.00 0.00 0.00 0.000 31 -13 1 0.00 55 0.00 0.00 0.00 0.000 22 -26 1 0.00 22 0.00 0.00 0.00 0.000 -26 -28 1 0.00 22 0.00 0.00 0.00 0.000 -139 -140 1 0.00 22 0.00 0.00 0.00 0.000 202 -74 1 0.00 22 0.00 0.00 0.00 0.000 -74 212 1 0.00 22 0.00 0.00 0.00 0.000 -58 -60 1 0.00 55 0.00 0.00 0.00 0.000 -142 221 1 0.00 22 0.00 0.00 0.00 0.000 -88 -89 1 0.00 22 0.00 0.00 0.00 0.000 31 -58 1 0.00 55 0.00 0.00 0.00 0.000 31 -165 1 0.00 22 0.00 0.00 0.00 0.000 221 -155 1 0.00 22 0.00 0.00 0.00 0.000 -155 -156 1 0.00 22 0.00 0.00 0.00 0.000 -92 -93 1 0.00 55 0.00 0.00 0.00 0.000 212 -88 1 0.00 22 0.00 0.00 0.00 0.000 -165 41 1 0.00 22 0.00 0.00 0.00 0.000 -60 -62 1 0.00 55 0.00 0.00 0.00 0.000 -93 -94 1 0.00 55 0.00 0.00 0.00 0.000 -15 32 1 0.00 55 0.00 0.00 0.00 0.000 32 -110 1 0.00 55 0.00 0.00 0.00 0.000 221 -10 1 0.00 11 0.00 0.00 0.00 0.000 -10 -12 1 0.00 11 0.00 0.00 0.00 0.000 -89 -91 1 0.00 22 0.00 0.00 0.00 0.000 41 -66 1 0.00 55 0.00 0.00 0.00 0.000 41 -17 1 0.00 55 0.00 0.00 0.00 0.000 -28 32 1 0.00 22 0.00 0.00 0.00 0.000 -140 -142 1 0.00 22 0.00 0.00 0.00 0.000 -94 -95 1 0.00 55 0.00 0.00 0.00 0.000 -66 -68 1 0.00 55 0.00 0.00 0.00 0.000 -17 -19 1 0.00 55 0.00 0.00 0.00 0.000 -62 -64 1 0.00 55 0.00 0.00 0.00 0.000 -64 231 1 0.00 55 0.00 0.00 0.00 0.000 -68 -70 1 0.00 55 0.00 0.00 0.00 0.000 32 -122 1 0.00 22 0.00 0.00 0.00 0.000 -156 231 1 0.00 22 0.00 0.00 0.00 0.000 231 -166 1 0.00 22 0.00 0.00 0.00 0.000 -12 222 1 0.00 11 0.00 0.00 0.00 0.000 -91 222 1 0.00 22 0.00 0.00 0.00 0.000 -70 -72 1 0.00 55 0.00 0.00 0.00 0.000 -19 42 1 0.00 55 0.00 0.00 0.00 0.000 231 -14 1 0.00 11 0.00 0.00 0.00 0.000 -95 222 1 0.00 55 0.00 0.00 0.00 0.000 -110 -111 1 0.00 55 0.00 0.00 0.00 0.000 -122 42 1 0.00 22 0.00 0.00 0.00 0.000 -166 205 1 0.00 22 0.00 0.00 0.00 0.000 222 -108 1 0.00 22 0.00 0.00 0.00 0.000 -72 205 1 0.00 55 0.00 0.00 0.00 0.000 -111 -112 1 0.00 55 0.00 0.00 0.00 0.000 42 -124 1 0.00 55 0.00 0.00 0.00 0.000 -14 -16 1 0.00 11 0.00 0.00 0.00 0.000 -108 -109 1 0.00 22 0.00 0.00 0.00 0.000 205 -18 1 0.00 11 0.00 0.00 0.00 0.000 -112 -113 1 0.00 55 0.00 0.00 0.00 0.000 -124 -125 1 0.00 55 0.00 0.00 0.00 0.000 -16 232 1 0.00 11 0.00 0.00 0.00 0.000 -109 232 1 0.00 22 0.00 0.00 0.00 0.000 -18 -20 1 0.00 11 0.00 0.00 0.00 0.000 -113 232 1 0.00 55 0.00 0.00 0.00 0.000 -125 -126 1 0.00 55 0.00 0.00 0.00 0.000 232 -123 1 0.00 22 0.00 0.00 0.00 0.000 -126 -127 1 0.00 55 0.00 0.00 0.00 0.000 -20 242 1 0.00 11 0.00 0.00 0.00 0.000 -123 242 1 0.00 22 0.00 0.00 0.00 0.000 -127 242 1 0.00 55 0.00 0.00 0.00 0.00

Elenco tipi elementi bidimensionali Simbologia

[44]

Tb = Numero del tipo muro/elemento bidimensionale Comm. = Commento Tipo = Tipologia F = Flessionale M = Membranale W-RC = Winkler resistente solo a compressione W-RTC = Winkler resistente a trazione e a compressione Uso = Utilizzo G = Generico P = Parete S = Soletta/Platea N = Nucleo M = Muratura L = Pilastro Mat. = Numero del materiale Crit. = Numero del criterio di progetto Spess. = Spessore Kt = Coeff. di sottofondo su suolo elastico alla Winkler Tb Comm. Tipo Uso Mat. Crit. Spess.

<cm> Kt

<kg/cmc> 1 F N 1 1 25.00 2 muro 30 cm F N 1 1 30.00 3 platea F S 1 1 50.00 4 soletta camminamento F S 1 1 20.00

Elenco elementi bidimensionali Simbologia

Bid. = Numero del muro/elemento bidimensionale Tb = Numero del tipo muro/elemento bidimensionale N1 = Nodo 1 N2 = Nodo 2 N3 = Nodo 3 N4 = Nodo 4 FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Bid. Tb N1 N2 N3 N4 FF Dy1

<cm> Dy2 <cm>

Bid. Tb N1 N2 N3 N4 FF Dy1 <cm>

Dy2 <cm>

101 4 -14 -176 -177 -16 33 0.00 0.00 101 4 -176 -18 -20 -177 33 0.00 0.00 101 4 -178 -6 -8 -179 33 0.00 0.00 101 4 -6 -180 -181 -8 33 0.00 0.00 101 4 -180 -182 -183 -181 33 0.00 0.00 101 4 -182 -10 -12 -183 33 0.00 0.00 101 4 -172 -174 -175 -173 33 0.00 0.00 101 4 -10 -172 -173 -12 33 0.00 0.00 101 4 -2 -178 -179 -4 33 0.00 0.00 101 4 -174 -14 -16 -175 33 0.00 0.00 102 1 -37 -202 -203 -39 22 0.00 0.00 102 1 -200 -76 -78 -201 22 0.00 0.00 102 1 -202 -80 -82 -203 22 0.00 0.00 102 1 -38 -37 -39 -40 22 0.00 0.00 102 1 -201 -78 -80 -202 22 0.00 0.00 102 1 1 -1 -33 -34 22 0.00 0.00 102 1 -36 -35 -37 -38 22 0.00 0.00 102 1 -39 -203 -4 -2 22 0.00 0.00 102 1 -34 -33 -35 -36 22 0.00 0.00 102 1 -35 -201 -202 -37 22 0.00 0.00 102 1 -203 -82 202 -4 22 0.00 0.00 102 1 -40 -39 -2 201 22 0.00 0.00 102 1 -1 -3 -200 -33 22 0.00 0.00 102 1 -3 2 -76 -200 22 0.00 0.00 102 1 -33 -200 -201 -35 22 0.00 0.00 103 1 -5 -7 -196 -41 22 0.00 0.00 103 1 -199 -81 212 -8 22 0.00 0.00 103 1 -41 -196 -197 -43 22 0.00 0.00 103 1 -47 -199 -8 -6 22 0.00 0.00 103 1 -45 -198 -199 -47 22 0.00 0.00 103 1 -196 -75 -77 -197 22 0.00 0.00 103 1 -197 -77 -79 -198 22 0.00 0.00 103 1 -198 -79 -81 -199 22 0.00 0.00 103 1 -7 12 -75 -196 22 0.00 0.00 103 1 -44 -43 -45 -46 22 0.00 0.00 103 1 -43 -197 -198 -45 22 0.00 0.00 103 1 -48 -47 -6 211 22 0.00 0.00 103 1 -42 -41 -43 -44 22 0.00 0.00 103 1 -46 -45 -47 -48 22 0.00 0.00 103 1 11 -5 -41 -42 22 0.00 0.00 104 1 -49 -192 -193 -51 22 0.00 0.00 104 1 -11 22 -92 -192 22 0.00 0.00 104 1 -9 -11 -192 -49 22 0.00 0.00 104 1 -50 -49 -51 -52 22 0.00 0.00 104 1 -51 -193 -194 -53 22 0.00 0.00 104 1 21 -9 -49 -50 22 0.00 0.00 104 1 -194 -94 -95 -195 22 0.00 0.00 104 1 -195 -95 222 -12 22 0.00 0.00 104 1 -192 -92 -93 -193 22 0.00 0.00 104 1 -53 -194 -195 -55 22 0.00 0.00 104 1 -55 -195 -12 -10 22 0.00 0.00 104 1 -54 -53 -55 -56 22 0.00 0.00 104 1 -193 -93 -94 -194 22 0.00 0.00 104 1 -52 -51 -53 -54 22 0.00 0.00 104 1 -56 -55 -10 221 22 0.00 0.00 105 1 -59 -189 -190 -61 22 0.00 0.00 105 1 -15 32 -110 -188 22 0.00 0.00 105 1 -13 -15 -188 -57 22 0.00 0.00 105 1 -64 -63 -14 231 22 0.00 0.00 105 1 -191 -113 232 -16 22 0.00 0.00 105 1 31 -13 -57 -58 22 0.00 0.00 105 1 -63 -191 -16 -14 22 0.00 0.00 105 1 -190 -112 -113 -191 22 0.00 0.00 105 1 -61 -190 -191 -63 22 0.00 0.00 105 1 -60 -59 -61 -62 22 0.00 0.00 105 1 -57 -188 -189 -59 22 0.00 0.00 105 1 -58 -57 -59 -60 22 0.00 0.00 105 1 -188 -110 -111 -189 22 0.00 0.00 105 1 -189 -111 -112 -190 22 0.00 0.00 105 1 -62 -61 -63 -64 22 0.00 0.00 106 1 -71 -187 -20 -18 22 0.00 0.00 106 1 -70 -69 -71 -72 22 0.00 0.00 106 1 -68 -67 -69 -70 22 0.00 0.00 106 1 -65 -184 -185 -67 22 0.00 0.00 106 1 -67 -185 -186 -69 22 0.00 0.00 106 1 -66 -65 -67 -68 22 0.00 0.00 106 1 41 -17 -65 -66 22 0.00 0.00 106 1 -184 -124 -125 -185 22 0.00 0.00 106 1 -72 -71 -18 205 22 0.00 0.00 106 1 -187 -127 242 -20 22 0.00 0.00 106 1 -19 42 -124 -184 22 0.00 0.00 106 1 -17 -19 -184 -65 22 0.00 0.00 106 1 -69 -186 -187 -71 22 0.00 0.00 106 1 -186 -126 -127 -187 22 0.00 0.00 106 1 -185 -125 -126 -186 22 0.00 0.00 107 2 -73 12 -75 -83 22 0.00 0.00 107 2 -82 -86 -74 202 22 0.00 0.00 107 2 -76 -83 -84 -78 22 0.00 0.00 107 2 -78 -84 -85 -80 22 0.00 0.00 107 2 -80 -85 -86 -82 22 0.00 0.00 107 2 -99 -103 -89 -88 22 0.00 0.00 107 2 -105 -93 -94 -106 22 0.00 0.00 107 2 -106 -94 -95 -107 22 0.00 0.00 107 2 -107 -95 222 -91 22 0.00 0.00 107 2 -92 -114 -115 -93 22 0.00 0.00 107 2 -93 -115 -116 -94 22 0.00 0.00 107 2 -94 -116 -117 -95 22 0.00 0.00 107 2 -95 -117 -108 222 22 0.00 0.00 107 2 -26 -28 -118 -114 22 0.00 0.00 107 2 -114 -118 -119 -115 22 0.00 0.00 107 2 -115 -119 -120 -116 22 0.00 0.00 107 2 -116 -120 -121 -117 22 0.00 0.00 107 2 -117 -121 -109 -108 22 0.00 0.00 107 2 -28 32 -110 -118 22 0.00 0.00 107 2 -118 -110 -111 -119 22 0.00 0.00 107 2 -119 -111 -112 -120 22 0.00 0.00 107 2 -120 -112 -113 -121 22 0.00 0.00 107 2 -121 -113 232 -109 22 0.00 0.00 107 2 -110 -128 -129 -111 22 0.00 0.00 107 2 -111 -129 -130 -112 22 0.00 0.00 107 2 -112 -130 -131 -113 22 0.00 0.00 107 2 -113 -131 -123 232 22 0.00 0.00 107 2 -22 -90 -104 -100 22 0.00 0.00 107 2 -100 -104 -105 -101 22 0.00 0.00 107 2 -101 -105 -106 -102 22 0.00 0.00 107 2 -102 -106 -107 -103 22 0.00 0.00 107 2 -103 -107 -91 -89 22 0.00 0.00 107 2 -90 22 -92 -104 22 0.00 0.00 107 2 -104 -92 -93 -105 22 0.00 0.00 107 2 2 -73 -83 -76 22 0.00 0.00 107 2 12 -87 -96 -75 22 0.00 0.00 107 2 22 -26 -114 -92 22 0.00 0.00 107 2 32 -122 -128 -110 22 0.00 0.00 107 2 -96 -100 -101 -97 22 0.00 0.00 107 2 -97 -101 -102 -98 22 0.00 0.00 107 2 -98 -102 -103 -99 22 0.00 0.00

[45]

107 2 -77 -97 -98 -79 22 0.00 0.00 107 2 -122 42 -124 -128 22 0.00 0.00 107 2 -83 -75 -77 -84 22 0.00 0.00 107 2 -84 -77 -79 -85 22 0.00 0.00 107 2 -85 -79 -81 -86 22 0.00 0.00 107 2 -86 -81 212 -74 22 0.00 0.00 107 2 -75 -96 -97 -77 22 0.00 0.00 107 2 -87 -22 -100 -96 22 0.00 0.00 107 2 -79 -98 -99 -81 22 0.00 0.00 107 2 -81 -99 -88 212 22 0.00 0.00 107 2 -128 -124 -125 -129 22 0.00 0.00 107 2 -130 -126 -127 -131 22 0.00 0.00 107 2 -131 -127 242 -123 22 0.00 0.00 107 2 -129 -125 -126 -130 22 0.00 0.00 108 2 31 -165 -167 -58 22 0.00 0.00 108 2 -44 -144 -145 -46 22 0.00 0.00 108 2 21 -25 -157 -50 22 0.00 0.00 108 2 -141 21 -50 -151 22 0.00 0.00 108 2 1 -132 -134 -34 22 0.00 0.00 108 2 11 -138 -143 -42 22 0.00 0.00 108 2 -52 -158 -159 -54 22 0.00 0.00 108 2 -54 -159 -160 -56 22 0.00 0.00 108 2 -56 -160 -155 221 22 0.00 0.00 108 2 -25 -27 -161 -157 22 0.00 0.00 108 2 -157 -161 -162 -158 22 0.00 0.00 108 2 -158 -162 -163 -159 22 0.00 0.00 108 2 -159 -163 -164 -160 22 0.00 0.00 108 2 -160 -164 -156 -155 22 0.00 0.00 108 2 -27 31 -58 -161 22 0.00 0.00 108 2 -161 -58 -60 -162 22 0.00 0.00 108 2 -162 -60 -62 -163 22 0.00 0.00 108 2 -163 -62 -64 -164 22 0.00 0.00 108 2 -164 -64 231 -156 22 0.00 0.00 108 2 -58 -167 -168 -60 22 0.00 0.00 108 2 -60 -168 -169 -62 22 0.00 0.00 108 2 -62 -169 -170 -64 22 0.00 0.00 108 2 -64 -170 -166 231 22 0.00 0.00 108 2 -165 41 -66 -167 22 0.00 0.00 108 2 -167 -66 -68 -168 22 0.00 0.00 108 2 -168 -68 -70 -169 22 0.00 0.00 108 2 -169 -70 -72 -170 22 0.00 0.00 108 2 -170 -72 205 -166 22 0.00 0.00 108 2 -150 -154 -142 -140 22 0.00 0.00 108 2 -151 -50 -52 -152 22 0.00 0.00 108 2 -152 -52 -54 -153 22 0.00 0.00 108 2 -153 -54 -56 -154 22 0.00 0.00 108 2 -154 -56 221 -142 22 0.00 0.00 108 2 -50 -157 -158 -52 22 0.00 0.00 108 2 -34 -134 -135 -36 22 0.00 0.00 108 2 -36 -135 -136 -38 22 0.00 0.00 108 2 -38 -136 -137 -40 22 0.00 0.00 108 2 -40 -137 -133 201 22 0.00 0.00 108 2 -132 11 -42 -134 22 0.00 0.00 108 2 -134 -42 -44 -135 22 0.00 0.00 108 2 -135 -44 -46 -136 22 0.00 0.00 108 2 -136 -46 -48 -137 22 0.00 0.00 108 2 -137 -48 211 -133 22 0.00 0.00 108 2 -42 -143 -144 -44 22 0.00 0.00 108 2 -146 -150 -140 -139 22 0.00 0.00 108 2 -46 -145 -146 -48 22 0.00 0.00 108 2 -48 -146 -139 211 22 0.00 0.00 108 2 -138 -21 -147 -143 22 0.00 0.00 108 2 -143 -147 -148 -144 22 0.00 0.00 108 2 -144 -148 -149 -145 22 0.00 0.00 108 2 -145 -149 -150 -146 22 0.00 0.00 108 2 -148 -152 -153 -149 22 0.00 0.00 108 2 -21 -141 -151 -147 22 0.00 0.00 108 2 -147 -151 -152 -148 22 0.00 0.00 108 2 -149 -153 -154 -150 22 0.00 0.00 401 3 1 -132 -171 -1 33 0.00 0.00 401 3 -132 11 -5 -171 33 0.00 0.00 401 3 11 -138 -204 -5 33 0.00 0.00 401 3 22 -11 -29 -26 33 0.00 0.00 401 3 31 -165 -205 -13 33 0.00 0.00 401 3 -1 -171 -206 -3 33 0.00 0.00 401 3 -3 -206 -73 2 33 0.00 0.00 401 3 -5 -204 -207 -7 33 0.00 0.00 401 3 -7 -207 -87 12 33 0.00 0.00 401 3 -21 -141 -208 -23 33 0.00 0.00 401 3 -23 -208 -209 -24 33 0.00 0.00 401 3 -24 -209 -90 -22 33 0.00 0.00 401 3 -26 -29 -30 -28 33 0.00 0.00 401 3 -28 -30 -15 32 33 0.00 0.00 401 3 -11 -9 -31 -29 33 0.00 0.00 401 3 -29 -31 -32 -30 33 0.00 0.00 401 3 -30 -32 -13 -15 33 0.00 0.00 401 3 -9 21 -25 -31 33 0.00 0.00 401 3 -31 -25 -27 -32 33 0.00 0.00 401 3 -32 -27 31 -13 33 0.00 0.00 401 3 -13 -205 -210 -15 33 0.00 0.00 401 3 -15 -210 -122 32 33 0.00 0.00 401 3 -138 -21 -23 -204 33 0.00 0.00 401 3 -165 41 -17 -205 33 0.00 0.00 401 3 -171 -5 -7 -206 33 0.00 0.00 401 3 -206 -7 12 -73 33 0.00 0.00 401 3 -204 -23 -24 -207 33 0.00 0.00 401 3 -207 -24 -22 -87 33 0.00 0.00 401 3 -141 21 -9 -208 33 0.00 0.00 401 3 -208 -9 -11 -209 33 0.00 0.00 401 3 -209 -11 22 -90 33 0.00 0.00 401 3 -205 -17 -19 -210 33 0.00 0.00 401 3 -210 -19 42 -122 33 0.00 0.00

Carichi

[46]

Si considerano le seguenti combinazioni di carico: - peso proprio + serbatoio pieno in tutti i comparti - peso proprio + serbatoio pieno in tutti i comparti + sisma lungo y - peso proprio + serbatoio pieno in tutti i comparti + sisma lungo x - peso proprio + serbatoio riempito parzialmente(comparti 1-2-11-12 e 31-32-41-42)

[47]

Condizioni di carico elementari Simbologia

CCE = Numero della condizione di carico elementare Comm. = Commento s = Coeff. di riduzione Mx = Moltiplicatore della massa in dir. X My = Moltiplicatore della massa in dir. Y Mz = Moltiplicatore della massa in dir. Z Jpx = Moltiplicatore del momento d'inerzia intorno all'asse X Jpy = Moltiplicatore del momento d'inerzia intorno all'asse Y Jpz = Moltiplicatore del momento d'inerzia intorno all'asse Z CCE Comm. s Mx My Mz Jpx Jpy Jpz

1 peso 1.00 1.00 1.00 0.00 0.00 0.00 1.002 serbatoio pieno 1.00 1.00 1.00 0.00 0.00 0.00 1.003 sisma -x 1.00 1.00 1.00 0.00 0.00 0.00 1.004 4 sisma y 1.00 1.00 1.00 0.00 0.00 0.00 1.005 serbatoio riempito parzialmente 1.00 1.00 1.00 0.00 0.00 0.00 1.00

Elenco carichi elementi bidimensionali Condizione di carico n. 1: peso Carichi uniformi Simbologia

Bid. = Numero del muro/elemento bidimensionale N1 = Nodo1 N2 = Nodo2 N3 = Nodo3 N4 = Nodo4 T = Tipo di carico PP = Peso proprio M = Manuale DC = Direzione del carico G = secondo gli assi Globali L = secondo gli assi Locali Qx = Carico in dir. X Qy = Carico in dir. Y Qz = Carico in dir. Z Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 101 -14 -176 -177 -16 PP G 0.00 0.00 500.00101 -176 -18 -20 -177 PP G 0.00 0.00 500.00101 -178 -6 -8 -179 PP G 0.00 0.00 500.00101 -6 -180 -181 -8 PP G 0.00 0.00 500.00101 -180 -182 -183 -181 PP G 0.00 0.00 500.00101 -182 -10 -12 -183 PP G 0.00 0.00 500.00101 -172 -174 -175 -173 PP G 0.00 0.00 500.00101 -10 -172 -173 -12 PP G 0.00 0.00 500.00101 -2 -178 -179 -4 PP G 0.00 0.00 500.00101 -174 -14 -16 -175 PP G 0.00 0.00 500.00102 -37 -202 -203 -39 PP G 0.00 0.00 625.00102 -200 -76 -78 -201 PP G 0.00 0.00 625.00102 -202 -80 -82 -203 PP G 0.00 0.00 625.00102 -38 -37 -39 -40 PP G 0.00 0.00 625.00102 -201 -78 -80 -202 PP G 0.00 0.00 625.00102 1 -1 -33 -34 PP G 0.00 0.00 625.00102 -36 -35 -37 -38 PP G 0.00 0.00 625.00102 -39 -203 -4 -2 PP G 0.00 0.00 625.00102 -34 -33 -35 -36 PP G 0.00 0.00 625.00102 -35 -201 -202 -37 PP G 0.00 0.00 625.00102 -203 -82 202 -4 PP G 0.00 0.00 625.00102 -40 -39 -2 201 PP G 0.00 0.00 625.00102 -1 -3 -200 -33 PP G 0.00 0.00 625.00102 -3 2 -76 -200 PP G 0.00 0.00 625.00102 -33 -200 -201 -35 PP G 0.00 0.00 625.00103 -5 -7 -196 -41 PP G 0.00 0.00 625.00103 -199 -81 212 -8 PP G 0.00 0.00 625.00103 -41 -196 -197 -43 PP G 0.00 0.00 625.00103 -47 -199 -8 -6 PP G 0.00 0.00 625.00103 -45 -198 -199 -47 PP G 0.00 0.00 625.00103 -196 -75 -77 -197 PP G 0.00 0.00 625.00103 -197 -77 -79 -198 PP G 0.00 0.00 625.00103 -198 -79 -81 -199 PP G 0.00 0.00 625.00103 -7 12 -75 -196 PP G 0.00 0.00 625.00103 -44 -43 -45 -46 PP G 0.00 0.00 625.00103 -43 -197 -198 -45 PP G 0.00 0.00 625.00103 -48 -47 -6 211 PP G 0.00 0.00 625.00103 -42 -41 -43 -44 PP G 0.00 0.00 625.00103 -46 -45 -47 -48 PP G 0.00 0.00 625.00103 11 -5 -41 -42 PP G 0.00 0.00 625.00104 -49 -192 -193 -51 PP G 0.00 0.00 625.00104 -11 22 -92 -192 PP G 0.00 0.00 625.00104 -9 -11 -192 -49 PP G 0.00 0.00 625.00104 -50 -49 -51 -52 PP G 0.00 0.00 625.00104 -51 -193 -194 -53 PP G 0.00 0.00 625.00104 21 -9 -49 -50 PP G 0.00 0.00 625.00104 -194 -94 -95 -195 PP G 0.00 0.00 625.00104 -195 -95 222 -12 PP G 0.00 0.00 625.00104 -192 -92 -93 -193 PP G 0.00 0.00 625.00104 -53 -194 -195 -55 PP G 0.00 0.00 625.00104 -55 -195 -12 -10 PP G 0.00 0.00 625.00104 -54 -53 -55 -56 PP G 0.00 0.00 625.00104 -193 -93 -94 -194 PP G 0.00 0.00 625.00104 -52 -51 -53 -54 PP G 0.00 0.00 625.00104 -56 -55 -10 221 PP G 0.00 0.00 625.00105 -59 -189 -190 -61 PP G 0.00 0.00 625.00105 -15 32 -110 -188 PP G 0.00 0.00 625.00105 -13 -15 -188 -57 PP G 0.00 0.00 625.00105 -64 -63 -14 231 PP G 0.00 0.00 625.00105 -191 -113 232 -16 PP G 0.00 0.00 625.00

[48]

105 31 -13 -57 -58 PP G 0.00 0.00 625.00105 -63 -191 -16 -14 PP G 0.00 0.00 625.00105 -190 -112 -113 -191 PP G 0.00 0.00 625.00105 -61 -190 -191 -63 PP G 0.00 0.00 625.00105 -60 -59 -61 -62 PP G 0.00 0.00 625.00105 -57 -188 -189 -59 PP G 0.00 0.00 625.00105 -58 -57 -59 -60 PP G 0.00 0.00 625.00105 -188 -110 -111 -189 PP G 0.00 0.00 625.00105 -189 -111 -112 -190 PP G 0.00 0.00 625.00105 -62 -61 -63 -64 PP G 0.00 0.00 625.00106 -71 -187 -20 -18 PP G 0.00 0.00 625.00106 -70 -69 -71 -72 PP G 0.00 0.00 625.00106 -68 -67 -69 -70 PP G 0.00 0.00 625.00106 -65 -184 -185 -67 PP G 0.00 0.00 625.00106 -67 -185 -186 -69 PP G 0.00 0.00 625.00106 -66 -65 -67 -68 PP G 0.00 0.00 625.00106 41 -17 -65 -66 PP G 0.00 0.00 625.00106 -184 -124 -125 -185 PP G 0.00 0.00 625.00106 -72 -71 -18 205 PP G 0.00 0.00 625.00106 -187 -127 242 -20 PP G 0.00 0.00 625.00106 -19 42 -124 -184 PP G 0.00 0.00 625.00106 -17 -19 -184 -65 PP G 0.00 0.00 625.00106 -69 -186 -187 -71 PP G 0.00 0.00 625.00106 -186 -126 -127 -187 PP G 0.00 0.00 625.00106 -185 -125 -126 -186 PP G 0.00 0.00 625.00107 -73 12 -75 -83 PP G 0.00 0.00 750.00107 -82 -86 -74 202 PP G 0.00 0.00 750.00107 -76 -83 -84 -78 PP G 0.00 0.00 750.00107 -78 -84 -85 -80 PP G 0.00 0.00 750.00107 -80 -85 -86 -82 PP G 0.00 0.00 750.00107 -99 -103 -89 -88 PP G 0.00 0.00 750.00107 -105 -93 -94 -106 PP G 0.00 0.00 750.00107 -106 -94 -95 -107 PP G 0.00 0.00 750.00107 -107 -95 222 -91 PP G 0.00 0.00 750.00107 -92 -114 -115 -93 PP G 0.00 0.00 750.00107 -93 -115 -116 -94 PP G 0.00 0.00 750.00107 -94 -116 -117 -95 PP G 0.00 0.00 750.00107 -95 -117 -108 222 PP G 0.00 0.00 750.00107 -26 -28 -118 -114 PP G 0.00 0.00 750.00107 -114 -118 -119 -115 PP G 0.00 0.00 750.00107 -115 -119 -120 -116 PP G 0.00 0.00 750.00107 -116 -120 -121 -117 PP G 0.00 0.00 750.00107 -117 -121 -109 -108 PP G 0.00 0.00 750.00107 -28 32 -110 -118 PP G 0.00 0.00 750.00107 -118 -110 -111 -119 PP G 0.00 0.00 750.00107 -119 -111 -112 -120 PP G 0.00 0.00 750.00107 -120 -112 -113 -121 PP G 0.00 0.00 750.00107 -121 -113 232 -109 PP G 0.00 0.00 750.00107 -110 -128 -129 -111 PP G 0.00 0.00 750.00107 -111 -129 -130 -112 PP G 0.00 0.00 750.00107 -112 -130 -131 -113 PP G 0.00 0.00 750.00107 -113 -131 -123 232 PP G 0.00 0.00 750.00107 -22 -90 -104 -100 PP G 0.00 0.00 750.00107 -100 -104 -105 -101 PP G 0.00 0.00 750.00107 -101 -105 -106 -102 PP G 0.00 0.00 750.00107 -102 -106 -107 -103 PP G 0.00 0.00 750.00107 -103 -107 -91 -89 PP G 0.00 0.00 750.00107 -90 22 -92 -104 PP G 0.00 0.00 750.00107 -104 -92 -93 -105 PP G 0.00 0.00 750.00107 2 -73 -83 -76 PP G 0.00 0.00 750.00107 12 -87 -96 -75 PP G 0.00 0.00 750.00107 22 -26 -114 -92 PP G 0.00 0.00 750.00107 32 -122 -128 -110 PP G 0.00 0.00 750.00107 -96 -100 -101 -97 PP G 0.00 0.00 750.00107 -97 -101 -102 -98 PP G 0.00 0.00 750.00107 -98 -102 -103 -99 PP G 0.00 0.00 750.00107 -77 -97 -98 -79 PP G 0.00 0.00 750.00107 -122 42 -124 -128 PP G 0.00 0.00 750.00107 -83 -75 -77 -84 PP G 0.00 0.00 750.00107 -84 -77 -79 -85 PP G 0.00 0.00 750.00107 -85 -79 -81 -86 PP G 0.00 0.00 750.00107 -86 -81 212 -74 PP G 0.00 0.00 750.00107 -75 -96 -97 -77 PP G 0.00 0.00 750.00107 -87 -22 -100 -96 PP G 0.00 0.00 750.00107 -79 -98 -99 -81 PP G 0.00 0.00 750.00107 -81 -99 -88 212 PP G 0.00 0.00 750.00107 -128 -124 -125 -129 PP G 0.00 0.00 750.00107 -130 -126 -127 -131 PP G 0.00 0.00 750.00107 -131 -127 242 -123 PP G 0.00 0.00 750.00107 -129 -125 -126 -130 PP G 0.00 0.00 750.00108 31 -165 -167 -58 PP G 0.00 0.00 750.00108 -44 -144 -145 -46 PP G 0.00 0.00 750.00108 21 -25 -157 -50 PP G 0.00 0.00 750.00108 -141 21 -50 -151 PP G 0.00 0.00 750.00108 1 -132 -134 -34 PP G 0.00 0.00 750.00108 11 -138 -143 -42 PP G 0.00 0.00 750.00108 -52 -158 -159 -54 PP G 0.00 0.00 750.00108 -54 -159 -160 -56 PP G 0.00 0.00 750.00108 -56 -160 -155 221 PP G 0.00 0.00 750.00108 -25 -27 -161 -157 PP G 0.00 0.00 750.00108 -157 -161 -162 -158 PP G 0.00 0.00 750.00108 -158 -162 -163 -159 PP G 0.00 0.00 750.00108 -159 -163 -164 -160 PP G 0.00 0.00 750.00108 -160 -164 -156 -155 PP G 0.00 0.00 750.00108 -27 31 -58 -161 PP G 0.00 0.00 750.00108 -161 -58 -60 -162 PP G 0.00 0.00 750.00108 -162 -60 -62 -163 PP G 0.00 0.00 750.00108 -163 -62 -64 -164 PP G 0.00 0.00 750.00108 -164 -64 231 -156 PP G 0.00 0.00 750.00108 -58 -167 -168 -60 PP G 0.00 0.00 750.00108 -60 -168 -169 -62 PP G 0.00 0.00 750.00108 -62 -169 -170 -64 PP G 0.00 0.00 750.00108 -64 -170 -166 231 PP G 0.00 0.00 750.00108 -165 41 -66 -167 PP G 0.00 0.00 750.00108 -167 -66 -68 -168 PP G 0.00 0.00 750.00108 -168 -68 -70 -169 PP G 0.00 0.00 750.00108 -169 -70 -72 -170 PP G 0.00 0.00 750.00

[49]

108 -170 -72 205 -166 PP G 0.00 0.00 750.00108 -150 -154 -142 -140 PP G 0.00 0.00 750.00108 -151 -50 -52 -152 PP G 0.00 0.00 750.00108 -152 -52 -54 -153 PP G 0.00 0.00 750.00108 -153 -54 -56 -154 PP G 0.00 0.00 750.00108 -154 -56 221 -142 PP G 0.00 0.00 750.00108 -50 -157 -158 -52 PP G 0.00 0.00 750.00108 -34 -134 -135 -36 PP G 0.00 0.00 750.00108 -36 -135 -136 -38 PP G 0.00 0.00 750.00108 -38 -136 -137 -40 PP G 0.00 0.00 750.00108 -40 -137 -133 201 PP G 0.00 0.00 750.00108 -132 11 -42 -134 PP G 0.00 0.00 750.00108 -134 -42 -44 -135 PP G 0.00 0.00 750.00108 -135 -44 -46 -136 PP G 0.00 0.00 750.00108 -136 -46 -48 -137 PP G 0.00 0.00 750.00108 -137 -48 211 -133 PP G 0.00 0.00 750.00108 -42 -143 -144 -44 PP G 0.00 0.00 750.00108 -146 -150 -140 -139 PP G 0.00 0.00 750.00108 -46 -145 -146 -48 PP G 0.00 0.00 750.00108 -48 -146 -139 211 PP G 0.00 0.00 750.00108 -138 -21 -147 -143 PP G 0.00 0.00 750.00108 -143 -147 -148 -144 PP G 0.00 0.00 750.00108 -144 -148 -149 -145 PP G 0.00 0.00 750.00108 -145 -149 -150 -146 PP G 0.00 0.00 750.00108 -148 -152 -153 -149 PP G 0.00 0.00 750.00108 -21 -141 -151 -147 PP G 0.00 0.00 750.00108 -147 -151 -152 -148 PP G 0.00 0.00 750.00108 -149 -153 -154 -150 PP G 0.00 0.00 750.00401 1 -132 -171 -1 PP G 0.00 0.00 1250.00401 -132 11 -5 -171 PP G 0.00 0.00 1250.00401 11 -138 -204 -5 PP G 0.00 0.00 1250.00401 22 -11 -29 -26 PP G 0.00 0.00 1250.00401 31 -165 -205 -13 PP G 0.00 0.00 1250.00401 -1 -171 -206 -3 PP G 0.00 0.00 1250.00401 -3 -206 -73 2 PP G 0.00 0.00 1250.00401 -5 -204 -207 -7 PP G 0.00 0.00 1250.00401 -7 -207 -87 12 PP G 0.00 0.00 1250.00401 -21 -141 -208 -23 PP G 0.00 0.00 1250.00401 -23 -208 -209 -24 PP G 0.00 0.00 1250.00401 -24 -209 -90 -22 PP G 0.00 0.00 1250.00401 -26 -29 -30 -28 PP G 0.00 0.00 1250.00401 -28 -30 -15 32 PP G 0.00 0.00 1250.00401 -11 -9 -31 -29 PP G 0.00 0.00 1250.00401 -29 -31 -32 -30 PP G 0.00 0.00 1250.00401 -30 -32 -13 -15 PP G 0.00 0.00 1250.00401 -9 21 -25 -31 PP G 0.00 0.00 1250.00401 -31 -25 -27 -32 PP G 0.00 0.00 1250.00401 -32 -27 31 -13 PP G 0.00 0.00 1250.00401 -13 -205 -210 -15 PP G 0.00 0.00 1250.00401 -15 -210 -122 32 PP G 0.00 0.00 1250.00401 -138 -21 -23 -204 PP G 0.00 0.00 1250.00401 -165 41 -17 -205 PP G 0.00 0.00 1250.00401 -171 -5 -7 -206 PP G 0.00 0.00 1250.00401 -206 -7 12 -73 PP G 0.00 0.00 1250.00401 -204 -23 -24 -207 PP G 0.00 0.00 1250.00401 -207 -24 -22 -87 PP G 0.00 0.00 1250.00401 -141 21 -9 -208 PP G 0.00 0.00 1250.00401 -208 -9 -11 -209 PP G 0.00 0.00 1250.00401 -209 -11 22 -90 PP G 0.00 0.00 1250.00401 -205 -17 -19 -210 PP G 0.00 0.00 1250.00401 -210 -19 42 -122 PP G 0.00 0.00 1250.00

Elenco carichi elementi bidimensionali Condizione di carico n. 2: serbatoio pieno Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 401 1 -132 -171 -1 M G 0.00 0.00 4000.00401 -132 11 -5 -171 M G 0.00 0.00 4000.00401 11 -138 -204 -5 M G 0.00 0.00 4000.00401 22 -11 -29 -26 M G 0.00 0.00 4000.00401 31 -165 -205 -13 M G 0.00 0.00 4000.00401 -1 -171 -206 -3 M G 0.00 0.00 4000.00401 -3 -206 -73 2 M G 0.00 0.00 4000.00401 -5 -204 -207 -7 M G 0.00 0.00 4000.00401 -7 -207 -87 12 M G 0.00 0.00 4000.00401 -21 -141 -208 -23 M G 0.00 0.00 4000.00401 -23 -208 -209 -24 M G 0.00 0.00 4000.00401 -24 -209 -90 -22 M G 0.00 0.00 4000.00401 -26 -29 -30 -28 M G 0.00 0.00 4000.00401 -28 -30 -15 32 M G 0.00 0.00 4000.00401 -11 -9 -31 -29 M G 0.00 0.00 4000.00401 -29 -31 -32 -30 M G 0.00 0.00 4000.00401 -30 -32 -13 -15 M G 0.00 0.00 4000.00401 -9 21 -25 -31 M G 0.00 0.00 4000.00401 -31 -25 -27 -32 M G 0.00 0.00 4000.00401 -32 -27 31 -13 M G 0.00 0.00 4000.00401 -13 -205 -210 -15 M G 0.00 0.00 4000.00401 -15 -210 -122 32 M G 0.00 0.00 4000.00401 -138 -21 -23 -204 M G 0.00 0.00 4000.00401 -165 41 -17 -205 M G 0.00 0.00 4000.00401 -171 -5 -7 -206 M G 0.00 0.00 4000.00401 -206 -7 12 -73 M G 0.00 0.00 4000.00401 -204 -23 -24 -207 M G 0.00 0.00 4000.00401 -207 -24 -22 -87 M G 0.00 0.00 4000.00401 -141 21 -9 -208 M G 0.00 0.00 4000.00401 -208 -9 -11 -209 M G 0.00 0.00 4000.00401 -209 -11 22 -90 M G 0.00 0.00 4000.00401 -205 -17 -19 -210 M G 0.00 0.00 4000.00401 -210 -19 42 -122 M G 0.00 0.00 4000.00

Elenco carichi elementi bidimensionali Condizione di carico n. 2: serbatoio pieno Carichi idrostatici Simbologia

[50]

Bid. = Numero del muro/elemento bidimensionale N1 = Nodo1 N2 = Nodo2 N3 = Nodo3 N4 = Nodo4 Zi = Coordinata Z globale d'inizio carico QYi = Componente iniziale del carico in direzione Y locale dell'elemento bidimensionale MY = Coordinata Z globale di fine carico QYf = Componente finale del carico in direzione Y locale dell'elemento bidimensionale Bid. N1 N2 N3 N4 Zi

<m> QYi

<kg/m> MY <m>

QYf <kg/m>

Bid. N1 N2 N3 N4 Zi <m>

QYi <kg/m>

MY <m>

QYf <kg/m>

102 -37 -202 -203 -39 0.00 4000.00 4.85 0.00 102 -200 -76 -78 -201 0.00 4000.00 4.85 0.00102 -202 -80 -82 -203 0.00 4000.00 4.85 0.00 102 -38 -37 -39 -40 0.00 4000.00 4.85 0.00102 -201 -78 -80 -202 0.00 4000.00 4.85 0.00 102 1 -1 -33 -34 0.00 4000.00 4.85 0.00102 -36 -35 -37 -38 0.00 4000.00 4.85 0.00 102 -39 -203 -4 -2 0.00 4000.00 4.85 0.00102 -34 -33 -35 -36 0.00 4000.00 4.85 0.00 102 -35 -201 -202 -37 0.00 4000.00 4.85 0.00102 -203 -82 202 -4 0.00 4000.00 4.85 0.00 102 -40 -39 -2 201 0.00 4000.00 4.85 0.00102 -1 -3 -200 -33 0.00 4000.00 4.85 0.00 102 -3 2 -76 -200 0.00 4000.00 4.85 0.00102 -33 -200 -201 -35 0.00 4000.00 4.85 0.00 106 -71 -187 -20 -18 0.00 -4000.00 4.85 0.00106 -70 -69 -71 -72 0.00 -4000.00 4.85 0.00 106 -68 -67 -69 -70 0.00 -4000.00 4.85 0.00106 -65 -184 -185 -67 0.00 -4000.00 4.85 0.00 106 -67 -185 -186 -69 0.00 -4000.00 4.85 0.00106 -66 -65 -67 -68 0.00 -4000.00 4.85 0.00 106 41 -17 -65 -66 0.00 -4000.00 4.85 0.00106 -184 -124 -125 -185 0.00 -4000.00 4.85 0.00 106 -72 -71 -18 205 0.00 -4000.00 4.85 0.00106 -187 -127 242 -20 0.00 -4000.00 4.85 0.00 106 -19 42 -124 -184 0.00 -4000.00 4.85 0.00106 -17 -19 -184 -65 0.00 -4000.00 4.85 0.00 106 -69 -186 -187 -71 0.00 -4000.00 4.85 0.00106 -186 -126 -127 -187 0.00 -4000.00 4.85 0.00 106 -185 -125 -126 -186 0.00 -4000.00 4.85 0.00107 -73 12 -75 -83 0.00 4000.00 4.85 0.00 107 -82 -86 -74 202 0.00 4000.00 4.85 0.00107 -76 -83 -84 -78 0.00 4000.00 4.85 0.00 107 -78 -84 -85 -80 0.00 4000.00 4.85 0.00107 -80 -85 -86 -82 0.00 4000.00 4.85 0.00 107 -99 -103 -89 -88 0.00 4000.00 4.85 0.00107 -105 -93 -94 -106 0.00 4000.00 4.85 0.00 107 -106 -94 -95 -107 0.00 4000.00 4.85 0.00107 -107 -95 222 -91 0.00 4000.00 4.85 0.00 107 -92 -114 -115 -93 0.00 4000.00 4.85 0.00107 -93 -115 -116 -94 0.00 4000.00 4.85 0.00 107 -94 -116 -117 -95 0.00 4000.00 4.85 0.00107 -95 -117 -108 222 0.00 4000.00 4.85 0.00 107 -26 -28 -118 -114 0.00 4000.00 4.85 0.00107 -114 -118 -119 -115 0.00 4000.00 4.85 0.00 107 -115 -119 -120 -116 0.00 4000.00 4.85 0.00107 -116 -120 -121 -117 0.00 4000.00 4.85 0.00 107 -117 -121 -109 -108 0.00 4000.00 4.85 0.00107 -28 32 -110 -118 0.00 4000.00 4.85 0.00 107 -118 -110 -111 -119 0.00 4000.00 4.85 0.00107 -119 -111 -112 -120 0.00 4000.00 4.85 0.00 107 -120 -112 -113 -121 0.00 4000.00 4.85 0.00107 -121 -113 232 -109 0.00 4000.00 4.85 0.00 107 -110 -128 -129 -111 0.00 4000.00 4.85 0.00107 -111 -129 -130 -112 0.00 4000.00 4.85 0.00 107 -112 -130 -131 -113 0.00 4000.00 4.85 0.00107 -113 -131 -123 232 0.00 4000.00 4.85 0.00 107 -22 -90 -104 -100 0.00 4000.00 4.85 0.00107 -100 -104 -105 -101 0.00 4000.00 4.85 0.00 107 -101 -105 -106 -102 0.00 4000.00 4.85 0.00107 -102 -106 -107 -103 0.00 4000.00 4.85 0.00 107 -103 -107 -91 -89 0.00 4000.00 4.85 0.00107 -90 22 -92 -104 0.00 4000.00 4.85 0.00 107 -104 -92 -93 -105 0.00 4000.00 4.85 0.00107 2 -73 -83 -76 0.00 4000.00 4.85 0.00 107 12 -87 -96 -75 0.00 4000.00 4.85 0.00107 22 -26 -114 -92 0.00 4000.00 4.85 0.00 107 32 -122 -128 -110 0.00 4000.00 4.85 0.00107 -96 -100 -101 -97 0.00 4000.00 4.85 0.00 107 -97 -101 -102 -98 0.00 4000.00 4.85 0.00107 -98 -102 -103 -99 0.00 4000.00 4.85 0.00 107 -77 -97 -98 -79 0.00 4000.00 4.85 0.00107 -122 42 -124 -128 0.00 4000.00 4.85 0.00 107 -83 -75 -77 -84 0.00 4000.00 4.85 0.00107 -84 -77 -79 -85 0.00 4000.00 4.85 0.00 107 -85 -79 -81 -86 0.00 4000.00 4.85 0.00107 -86 -81 212 -74 0.00 4000.00 4.85 0.00 107 -75 -96 -97 -77 0.00 4000.00 4.85 0.00107 -87 -22 -100 -96 0.00 4000.00 4.85 0.00 107 -79 -98 -99 -81 0.00 4000.00 4.85 0.00107 -81 -99 -88 212 0.00 4000.00 4.85 0.00 107 -128 -124 -125 -129 0.00 4000.00 4.85 0.00107 -130 -126 -127 -131 0.00 4000.00 4.85 0.00 107 -131 -127 242 -123 0.00 4000.00 4.85 0.00107 -129 -125 -126 -130 0.00 4000.00 4.85 0.00 108 31 -165 -167 -58 0.00 -4000.00 4.85 0.00108 -44 -144 -145 -46 0.00 -4000.00 4.85 0.00 108 21 -25 -157 -50 0.00 -4000.00 4.85 0.00108 -141 21 -50 -151 0.00 -4000.00 4.85 0.00 108 1 -132 -134 -34 0.00 -4000.00 4.85 0.00108 11 -138 -143 -42 0.00 -4000.00 4.85 0.00 108 -52 -158 -159 -54 0.00 -4000.00 4.85 0.00108 -54 -159 -160 -56 0.00 -4000.00 4.85 0.00 108 -56 -160 -155 221 0.00 -4000.00 4.85 0.00108 -25 -27 -161 -157 0.00 -4000.00 4.85 0.00 108 -157 -161 -162 -158 0.00 -4000.00 4.85 0.00108 -158 -162 -163 -159 0.00 -4000.00 4.85 0.00 108 -159 -163 -164 -160 0.00 -4000.00 4.85 0.00108 -160 -164 -156 -155 0.00 -4000.00 4.85 0.00 108 -27 31 -58 -161 0.00 -4000.00 4.85 0.00108 -161 -58 -60 -162 0.00 -4000.00 4.85 0.00 108 -162 -60 -62 -163 0.00 -4000.00 4.85 0.00108 -163 -62 -64 -164 0.00 -4000.00 4.85 0.00 108 -164 -64 231 -156 0.00 -4000.00 4.85 0.00108 -58 -167 -168 -60 0.00 -4000.00 4.85 0.00 108 -60 -168 -169 -62 0.00 -4000.00 4.85 0.00108 -62 -169 -170 -64 0.00 -4000.00 4.85 0.00 108 -64 -170 -166 231 0.00 -4000.00 4.85 0.00108 -165 41 -66 -167 0.00 -4000.00 4.85 0.00 108 -167 -66 -68 -168 0.00 -4000.00 4.85 0.00108 -168 -68 -70 -169 0.00 -4000.00 4.85 0.00 108 -169 -70 -72 -170 0.00 -4000.00 4.85 0.00108 -170 -72 205 -166 0.00 -4000.00 4.85 0.00 108 -150 -154 -142 -140 0.00 -4000.00 4.85 0.00108 -151 -50 -52 -152 0.00 -4000.00 4.85 0.00 108 -152 -52 -54 -153 0.00 -4000.00 4.85 0.00108 -153 -54 -56 -154 0.00 -4000.00 4.85 0.00 108 -154 -56 221 -142 0.00 -4000.00 4.85 0.00108 -50 -157 -158 -52 0.00 -4000.00 4.85 0.00 108 -34 -134 -135 -36 0.00 -4000.00 4.85 0.00108 -36 -135 -136 -38 0.00 -4000.00 4.85 0.00 108 -38 -136 -137 -40 0.00 -4000.00 4.85 0.00108 -40 -137 -133 201 0.00 -4000.00 4.85 0.00 108 -132 11 -42 -134 0.00 -4000.00 4.85 0.00108 -134 -42 -44 -135 0.00 -4000.00 4.85 0.00 108 -135 -44 -46 -136 0.00 -4000.00 4.85 0.00108 -136 -46 -48 -137 0.00 -4000.00 4.85 0.00 108 -137 -48 211 -133 0.00 -4000.00 4.85 0.00108 -42 -143 -144 -44 0.00 -4000.00 4.85 0.00 108 -146 -150 -140 -139 0.00 -4000.00 4.85 0.00108 -46 -145 -146 -48 0.00 -4000.00 4.85 0.00 108 -48 -146 -139 211 0.00 -4000.00 4.85 0.00108 -138 -21 -147 -143 0.00 -4000.00 4.85 0.00 108 -143 -147 -148 -144 0.00 -4000.00 4.85 0.00108 -144 -148 -149 -145 0.00 -4000.00 4.85 0.00 108 -145 -149 -150 -146 0.00 -4000.00 4.85 0.00108 -148 -152 -153 -149 0.00 -4000.00 4.85 0.00 108 -21 -141 -151 -147 0.00 -4000.00 4.85 0.00108 -147 -151 -152 -148 0.00 -4000.00 4.85 0.00 108 -149 -153 -154 -150 0.00 -4000.00 4.85 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 3: sisma -x Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 107 -73 12 -75 -83 M G 64.00 0.00 0.00107 -82 -86 -74 202 M G 64.00 0.00 0.00107 -76 -83 -84 -78 M G 64.00 0.00 0.00107 -78 -84 -85 -80 M G 64.00 0.00 0.00107 -80 -85 -86 -82 M G 64.00 0.00 0.00107 -99 -103 -89 -88 M G 64.00 0.00 0.00107 -105 -93 -94 -106 M G 64.00 0.00 0.00107 -106 -94 -95 -107 M G 64.00 0.00 0.00107 -107 -95 222 -91 M G 64.00 0.00 0.00107 -92 -114 -115 -93 M G 64.00 0.00 0.00107 -93 -115 -116 -94 M G 64.00 0.00 0.00107 -94 -116 -117 -95 M G 64.00 0.00 0.00107 -95 -117 -108 222 M G 64.00 0.00 0.00107 -26 -28 -118 -114 M G 64.00 0.00 0.00107 -114 -118 -119 -115 M G 64.00 0.00 0.00107 -115 -119 -120 -116 M G 64.00 0.00 0.00

[51]

107 -116 -120 -121 -117 M G 64.00 0.00 0.00107 -117 -121 -109 -108 M G 64.00 0.00 0.00107 -28 32 -110 -118 M G 64.00 0.00 0.00107 -118 -110 -111 -119 M G 64.00 0.00 0.00107 -119 -111 -112 -120 M G 64.00 0.00 0.00107 -120 -112 -113 -121 M G 64.00 0.00 0.00107 -121 -113 232 -109 M G 64.00 0.00 0.00107 -110 -128 -129 -111 M G 64.00 0.00 0.00107 -111 -129 -130 -112 M G 64.00 0.00 0.00107 -112 -130 -131 -113 M G 64.00 0.00 0.00107 -113 -131 -123 232 M G 64.00 0.00 0.00107 -22 -90 -104 -100 M G 64.00 0.00 0.00107 -100 -104 -105 -101 M G 64.00 0.00 0.00107 -101 -105 -106 -102 M G 64.00 0.00 0.00107 -102 -106 -107 -103 M G 64.00 0.00 0.00107 -103 -107 -91 -89 M G 64.00 0.00 0.00107 -90 22 -92 -104 M G 64.00 0.00 0.00107 -104 -92 -93 -105 M G 64.00 0.00 0.00107 2 -73 -83 -76 M G 64.00 0.00 0.00107 12 -87 -96 -75 M G 64.00 0.00 0.00107 22 -26 -114 -92 M G 64.00 0.00 0.00107 32 -122 -128 -110 M G 64.00 0.00 0.00107 -96 -100 -101 -97 M G 64.00 0.00 0.00107 -97 -101 -102 -98 M G 64.00 0.00 0.00107 -98 -102 -103 -99 M G 64.00 0.00 0.00107 -77 -97 -98 -79 M G 64.00 0.00 0.00107 -122 42 -124 -128 M G 64.00 0.00 0.00107 -83 -75 -77 -84 M G 64.00 0.00 0.00107 -84 -77 -79 -85 M G 64.00 0.00 0.00107 -85 -79 -81 -86 M G 64.00 0.00 0.00107 -86 -81 212 -74 M G 64.00 0.00 0.00107 -75 -96 -97 -77 M G 64.00 0.00 0.00107 -87 -22 -100 -96 M G 64.00 0.00 0.00107 -79 -98 -99 -81 M G 64.00 0.00 0.00107 -81 -99 -88 212 M G 64.00 0.00 0.00107 -128 -124 -125 -129 M G 64.00 0.00 0.00107 -130 -126 -127 -131 M G 64.00 0.00 0.00107 -131 -127 242 -123 M G 64.00 0.00 0.00107 -129 -125 -126 -130 M G 64.00 0.00 0.00108 31 -165 -167 -58 M G 400.00 0.00 0.00108 -44 -144 -145 -46 M G 400.00 0.00 0.00108 21 -25 -157 -50 M G 400.00 0.00 0.00108 -141 21 -50 -151 M G 400.00 0.00 0.00108 1 -132 -134 -34 M G 400.00 0.00 0.00108 11 -138 -143 -42 M G 400.00 0.00 0.00108 -52 -158 -159 -54 M G 400.00 0.00 0.00108 -54 -159 -160 -56 M G 400.00 0.00 0.00108 -56 -160 -155 221 M G 400.00 0.00 0.00108 -25 -27 -161 -157 M G 400.00 0.00 0.00108 -157 -161 -162 -158 M G 400.00 0.00 0.00108 -158 -162 -163 -159 M G 400.00 0.00 0.00108 -159 -163 -164 -160 M G 400.00 0.00 0.00108 -160 -164 -156 -155 M G 400.00 0.00 0.00108 -27 31 -58 -161 M G 400.00 0.00 0.00108 -161 -58 -60 -162 M G 400.00 0.00 0.00108 -162 -60 -62 -163 M G 400.00 0.00 0.00108 -163 -62 -64 -164 M G 400.00 0.00 0.00108 -164 -64 231 -156 M G 400.00 0.00 0.00108 -58 -167 -168 -60 M G 400.00 0.00 0.00108 -60 -168 -169 -62 M G 400.00 0.00 0.00108 -62 -169 -170 -64 M G 400.00 0.00 0.00108 -64 -170 -166 231 M G 400.00 0.00 0.00108 -165 41 -66 -167 M G 400.00 0.00 0.00108 -167 -66 -68 -168 M G 400.00 0.00 0.00108 -168 -68 -70 -169 M G 400.00 0.00 0.00108 -169 -70 -72 -170 M G 400.00 0.00 0.00108 -170 -72 205 -166 M G 400.00 0.00 0.00108 -150 -154 -142 -140 M G 400.00 0.00 0.00108 -151 -50 -52 -152 M G 400.00 0.00 0.00108 -152 -52 -54 -153 M G 400.00 0.00 0.00108 -153 -54 -56 -154 M G 400.00 0.00 0.00108 -154 -56 221 -142 M G 400.00 0.00 0.00108 -50 -157 -158 -52 M G 400.00 0.00 0.00108 -34 -134 -135 -36 M G 400.00 0.00 0.00108 -36 -135 -136 -38 M G 400.00 0.00 0.00108 -38 -136 -137 -40 M G 400.00 0.00 0.00108 -40 -137 -133 201 M G 400.00 0.00 0.00108 -132 11 -42 -134 M G 400.00 0.00 0.00108 -134 -42 -44 -135 M G 400.00 0.00 0.00108 -135 -44 -46 -136 M G 400.00 0.00 0.00108 -136 -46 -48 -137 M G 400.00 0.00 0.00108 -137 -48 211 -133 M G 400.00 0.00 0.00108 -42 -143 -144 -44 M G 400.00 0.00 0.00108 -146 -150 -140 -139 M G 400.00 0.00 0.00108 -46 -145 -146 -48 M G 400.00 0.00 0.00108 -48 -146 -139 211 M G 400.00 0.00 0.00108 -138 -21 -147 -143 M G 400.00 0.00 0.00108 -143 -147 -148 -144 M G 400.00 0.00 0.00108 -144 -148 -149 -145 M G 400.00 0.00 0.00108 -145 -149 -150 -146 M G 400.00 0.00 0.00108 -148 -152 -153 -149 M G 400.00 0.00 0.00108 -21 -141 -151 -147 M G 400.00 0.00 0.00108 -147 -151 -152 -148 M G 400.00 0.00 0.00108 -149 -153 -154 -150 M G 400.00 0.00 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 4: 4 sisma y Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 102 -37 -202 -203 -39 M G 0.00 -215.00 0.00102 -200 -76 -78 -201 M G 0.00 -215.00 0.00102 -202 -80 -82 -203 M G 0.00 -215.00 0.00102 -38 -37 -39 -40 M G 0.00 -215.00 0.00102 -201 -78 -80 -202 M G 0.00 -215.00 0.00102 1 -1 -33 -34 M G 0.00 -215.00 0.00

[52]

102 -36 -35 -37 -38 M G 0.00 -215.00 0.00102 -39 -203 -4 -2 M G 0.00 -215.00 0.00102 -34 -33 -35 -36 M G 0.00 -215.00 0.00102 -35 -201 -202 -37 M G 0.00 -215.00 0.00102 -203 -82 202 -4 M G 0.00 -215.00 0.00102 -40 -39 -2 201 M G 0.00 -215.00 0.00102 -1 -3 -200 -33 M G 0.00 -215.00 0.00102 -3 2 -76 -200 M G 0.00 -215.00 0.00102 -33 -200 -201 -35 M G 0.00 -215.00 0.00103 -5 -7 -196 -41 M G 0.00 -293.00 0.00103 -199 -81 212 -8 M G 0.00 -293.00 0.00103 -41 -196 -197 -43 M G 0.00 -293.00 0.00103 -47 -199 -8 -6 M G 0.00 -293.00 0.00103 -45 -198 -199 -47 M G 0.00 -293.00 0.00103 -196 -75 -77 -197 M G 0.00 -293.00 0.00103 -197 -77 -79 -198 M G 0.00 -293.00 0.00103 -198 -79 -81 -199 M G 0.00 -293.00 0.00103 -7 12 -75 -196 M G 0.00 -293.00 0.00103 -44 -43 -45 -46 M G 0.00 -293.00 0.00103 -43 -197 -198 -45 M G 0.00 -293.00 0.00103 -48 -47 -6 211 M G 0.00 -293.00 0.00103 -42 -41 -43 -44 M G 0.00 -293.00 0.00103 -46 -45 -47 -48 M G 0.00 -293.00 0.00103 11 -5 -41 -42 M G 0.00 -293.00 0.00104 -49 -192 -193 -51 M G 0.00 -293.00 0.00104 -11 22 -92 -192 M G 0.00 -293.00 0.00104 -9 -11 -192 -49 M G 0.00 -293.00 0.00104 -50 -49 -51 -52 M G 0.00 -293.00 0.00104 -51 -193 -194 -53 M G 0.00 -293.00 0.00104 21 -9 -49 -50 M G 0.00 -293.00 0.00104 -194 -94 -95 -195 M G 0.00 -293.00 0.00104 -195 -95 222 -12 M G 0.00 -293.00 0.00104 -192 -92 -93 -193 M G 0.00 -293.00 0.00104 -53 -194 -195 -55 M G 0.00 -293.00 0.00104 -55 -195 -12 -10 M G 0.00 -293.00 0.00104 -54 -53 -55 -56 M G 0.00 -293.00 0.00104 -193 -93 -94 -194 M G 0.00 -293.00 0.00104 -52 -51 -53 -54 M G 0.00 -293.00 0.00104 -56 -55 -10 221 M G 0.00 -293.00 0.00105 -59 -189 -190 -61 M G 0.00 -293.00 0.00105 -15 32 -110 -188 M G 0.00 -293.00 0.00105 -13 -15 -188 -57 M G 0.00 -293.00 0.00105 -64 -63 -14 231 M G 0.00 -293.00 0.00105 -191 -113 232 -16 M G 0.00 -293.00 0.00105 31 -13 -57 -58 M G 0.00 -293.00 0.00105 -63 -191 -16 -14 M G 0.00 -293.00 0.00105 -190 -112 -113 -191 M G 0.00 -293.00 0.00105 -61 -190 -191 -63 M G 0.00 -293.00 0.00105 -60 -59 -61 -62 M G 0.00 -293.00 0.00105 -57 -188 -189 -59 M G 0.00 -293.00 0.00105 -58 -57 -59 -60 M G 0.00 -293.00 0.00105 -188 -110 -111 -189 M G 0.00 -293.00 0.00105 -189 -111 -112 -190 M G 0.00 -293.00 0.00105 -62 -61 -63 -64 M G 0.00 -293.00 0.00106 -71 -187 -20 -18 M G 0.00 -215.00 0.00106 -70 -69 -71 -72 M G 0.00 -215.00 0.00106 -68 -67 -69 -70 M G 0.00 -215.00 0.00106 -65 -184 -185 -67 M G 0.00 -215.00 0.00106 -67 -185 -186 -69 M G 0.00 -215.00 0.00106 -66 -65 -67 -68 M G 0.00 -215.00 0.00106 41 -17 -65 -66 M G 0.00 -215.00 0.00106 -184 -124 -125 -185 M G 0.00 -215.00 0.00106 -72 -71 -18 205 M G 0.00 -215.00 0.00106 -187 -127 242 -20 M G 0.00 -215.00 0.00106 -19 42 -124 -184 M G 0.00 -215.00 0.00106 -17 -19 -184 -65 M G 0.00 -215.00 0.00106 -69 -186 -187 -71 M G 0.00 -215.00 0.00106 -186 -126 -127 -187 M G 0.00 -215.00 0.00106 -185 -125 -126 -186 M G 0.00 -215.00 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 5: serbatoio riempito parzialmente Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 401 11 -138 -204 -5 M G 0.00 0.00 4000.00401 31 -165 -205 -13 M G 0.00 0.00 4000.00401 -5 -204 -207 -7 M G 0.00 0.00 4000.00401 -7 -207 -87 12 M G 0.00 0.00 4000.00401 -21 -141 -208 -23 M G 0.00 0.00 4000.00401 -23 -208 -209 -24 M G 0.00 0.00 4000.00401 -24 -209 -90 -22 M G 0.00 0.00 4000.00401 -13 -205 -210 -15 M G 0.00 0.00 4000.00401 -15 -210 -122 32 M G 0.00 0.00 4000.00401 -138 -21 -23 -204 M G 0.00 0.00 4000.00401 -165 41 -17 -205 M G 0.00 0.00 4000.00401 -204 -23 -24 -207 M G 0.00 0.00 4000.00401 -207 -24 -22 -87 M G 0.00 0.00 4000.00401 -141 21 -9 -208 M G 0.00 0.00 4000.00401 -208 -9 -11 -209 M G 0.00 0.00 4000.00401 -209 -11 22 -90 M G 0.00 0.00 4000.00401 -205 -17 -19 -210 M G 0.00 0.00 4000.00401 -210 -19 42 -122 M G 0.00 0.00 4000.00

Elenco carichi elementi bidimensionali Condizione di carico n. 5: serbatoio riempito parzialmente Carichi idrostatici Bid. N1 N2 N3 N4 Zi

<m> QYi

<kg/m> MY <m>

QYf <kg/m>


QYi <kg/m>

MY <m>

QYf <kg/m>

103 -5 -7 -196 -41 0.00 4000.00 4.85 0.00 103 -199 -81 212 -8 0.00 4000.00 4.85 0.00103 -41 -196 -197 -43 0.00 4000.00 4.85 0.00 103 -47 -199 -8 -6 0.00 4000.00 4.85 0.00103 -45 -198 -199 -47 0.00 4000.00 4.85 0.00 103 -196 -75 -77 -197 0.00 4000.00 4.85 0.00103 -197 -77 -79 -198 0.00 4000.00 4.85 0.00 103 -198 -79 -81 -199 0.00 4000.00 4.85 0.00103 -7 12 -75 -196 0.00 4000.00 4.85 0.00 103 -44 -43 -45 -46 0.00 4000.00 4.85 0.00103 -43 -197 -198 -45 0.00 4000.00 4.85 0.00 103 -48 -47 -6 211 0.00 4000.00 4.85 0.00103 -42 -41 -43 -44 0.00 4000.00 4.85 0.00 103 -46 -45 -47 -48 0.00 4000.00 4.85 0.00

[53]

103 11 -5 -41 -42 0.00 4000.00 4.85 0.00 104 -49 -192 -193 -51 0.00 -4000.00 4.85 0.00104 -11 22 -92 -192 0.00 -4000.00 4.85 0.00 104 -9 -11 -192 -49 0.00 -4000.00 4.85 0.00104 -50 -49 -51 -52 0.00 -4000.00 4.85 0.00 104 -51 -193 -194 -53 0.00 -4000.00 4.85 0.00104 21 -9 -49 -50 0.00 -4000.00 4.85 0.00 104 -194 -94 -95 -195 0.00 -4000.00 4.85 0.00104 -195 -95 222 -12 0.00 -4000.00 4.85 0.00 104 -192 -92 -93 -193 0.00 -4000.00 4.85 0.00104 -53 -194 -195 -55 0.00 -4000.00 4.85 0.00 104 -55 -195 -12 -10 0.00 -4000.00 4.85 0.00104 -54 -53 -55 -56 0.00 -4000.00 4.85 0.00 104 -193 -93 -94 -194 0.00 -4000.00 4.85 0.00104 -52 -51 -53 -54 0.00 -4000.00 4.85 0.00 104 -56 -55 -10 221 0.00 -4000.00 4.85 0.00105 -59 -189 -190 -61 0.00 4000.00 4.85 0.00 105 -15 32 -110 -188 0.00 4000.00 4.85 0.00105 -13 -15 -188 -57 0.00 4000.00 4.85 0.00 105 -64 -63 -14 231 0.00 4000.00 4.85 0.00105 -191 -113 232 -16 0.00 4000.00 4.85 0.00 105 31 -13 -57 -58 0.00 4000.00 4.85 0.00105 -63 -191 -16 -14 0.00 4000.00 4.85 0.00 105 -190 -112 -113 -191 0.00 4000.00 4.85 0.00105 -61 -190 -191 -63 0.00 4000.00 4.85 0.00 105 -60 -59 -61 -62 0.00 4000.00 4.85 0.00105 -57 -188 -189 -59 0.00 4000.00 4.85 0.00 105 -58 -57 -59 -60 0.00 4000.00 4.85 0.00105 -188 -110 -111 -189 0.00 4000.00 4.85 0.00 105 -189 -111 -112 -190 0.00 4000.00 4.85 0.00105 -62 -61 -63 -64 0.00 4000.00 4.85 0.00 106 -71 -187 -20 -18 0.00 -4000.00 4.85 0.00106 -70 -69 -71 -72 0.00 -4000.00 4.85 0.00 106 -68 -67 -69 -70 0.00 -4000.00 4.85 0.00106 -65 -184 -185 -67 0.00 -4000.00 4.85 0.00 106 -67 -185 -186 -69 0.00 -4000.00 4.85 0.00106 -66 -65 -67 -68 0.00 -4000.00 4.85 0.00 106 41 -17 -65 -66 0.00 -4000.00 4.85 0.00106 -184 -124 -125 -185 0.00 -4000.00 4.85 0.00 106 -72 -71 -18 205 0.00 -4000.00 4.85 0.00106 -187 -127 242 -20 0.00 -4000.00 4.85 0.00 106 -19 42 -124 -184 0.00 -4000.00 4.85 0.00106 -17 -19 -184 -65 0.00 -4000.00 4.85 0.00 106 -69 -186 -187 -71 0.00 -4000.00 4.85 0.00106 -186 -126 -127 -187 0.00 -4000.00 4.85 0.00 106 -185 -125 -126 -186 0.00 -4000.00 4.85 0.00107 -99 -103 -89 -88 0.00 4000.00 4.85 0.00 107 -105 -93 -94 -106 0.00 4000.00 4.85 0.00107 -106 -94 -95 -107 0.00 4000.00 4.85 0.00 107 -107 -95 222 -91 0.00 4000.00 4.85 0.00107 -110 -128 -129 -111 0.00 4000.00 4.85 0.00 107 -111 -129 -130 -112 0.00 4000.00 4.85 0.00107 -112 -130 -131 -113 0.00 4000.00 4.85 0.00 107 -113 -131 -123 232 0.00 4000.00 4.85 0.00107 -22 -90 -104 -100 0.00 4000.00 4.85 0.00 107 -100 -104 -105 -101 0.00 4000.00 4.85 0.00107 -101 -105 -106 -102 0.00 4000.00 4.85 0.00 107 -102 -106 -107 -103 0.00 4000.00 4.85 0.00107 -103 -107 -91 -89 0.00 4000.00 4.85 0.00 107 -90 22 -92 -104 0.00 4000.00 4.85 0.00107 -104 -92 -93 -105 0.00 4000.00 4.85 0.00 107 12 -87 -96 -75 0.00 4000.00 4.85 0.00107 32 -122 -128 -110 0.00 4000.00 4.85 0.00 107 -96 -100 -101 -97 0.00 4000.00 4.85 0.00107 -97 -101 -102 -98 0.00 4000.00 4.85 0.00 107 -98 -102 -103 -99 0.00 4000.00 4.85 0.00107 -77 -97 -98 -79 0.00 4000.00 4.85 0.00 107 -122 42 -124 -128 0.00 4000.00 4.85 0.00107 -75 -96 -97 -77 0.00 4000.00 4.85 0.00 107 -87 -22 -100 -96 0.00 4000.00 4.85 0.00107 -79 -98 -99 -81 0.00 4000.00 4.85 0.00 107 -81 -99 -88 212 0.00 4000.00 4.85 0.00107 -128 -124 -125 -129 0.00 4000.00 4.85 0.00 107 -130 -126 -127 -131 0.00 4000.00 4.85 0.00107 -131 -127 242 -123 0.00 4000.00 4.85 0.00 107 -129 -125 -126 -130 0.00 4000.00 4.85 0.00108 31 -165 -167 -58 0.00 -4000.00 4.85 0.00 108 -44 -144 -145 -46 0.00 -4000.00 4.85 0.00108 -141 21 -50 -151 0.00 -4000.00 4.85 0.00 108 11 -138 -143 -42 0.00 -4000.00 4.85 0.00108 -58 -167 -168 -60 0.00 -4000.00 4.85 0.00 108 -60 -168 -169 -62 0.00 -4000.00 4.85 0.00108 -62 -169 -170 -64 0.00 -4000.00 4.85 0.00 108 -64 -170 -166 231 0.00 -4000.00 4.85 0.00108 -165 41 -66 -167 0.00 -4000.00 4.85 0.00 108 -167 -66 -68 -168 0.00 -4000.00 4.85 0.00108 -168 -68 -70 -169 0.00 -4000.00 4.85 0.00 108 -169 -70 -72 -170 0.00 -4000.00 4.85 0.00108 -170 -72 205 -166 0.00 -4000.00 4.85 0.00 108 -150 -154 -142 -140 0.00 -4000.00 4.85 0.00108 -151 -50 -52 -152 0.00 -4000.00 4.85 0.00 108 -152 -52 -54 -153 0.00 -4000.00 4.85 0.00108 -153 -54 -56 -154 0.00 -4000.00 4.85 0.00 108 -154 -56 221 -142 0.00 -4000.00 4.85 0.00108 -42 -143 -144 -44 0.00 -4000.00 4.85 0.00 108 -146 -150 -140 -139 0.00 -4000.00 4.85 0.00108 -46 -145 -146 -48 0.00 -4000.00 4.85 0.00 108 -48 -146 -139 211 0.00 -4000.00 4.85 0.00108 -138 -21 -147 -143 0.00 -4000.00 4.85 0.00 108 -143 -147 -148 -144 0.00 -4000.00 4.85 0.00108 -144 -148 -149 -145 0.00 -4000.00 4.85 0.00 108 -145 -149 -150 -146 0.00 -4000.00 4.85 0.00108 -148 -152 -153 -149 0.00 -4000.00 4.85 0.00 108 -21 -141 -151 -147 0.00 -4000.00 4.85 0.00108 -147 -151 -152 -148 0.00 -4000.00 4.85 0.00 108 -149 -153 -154 -150 0.00 -4000.00 4.85 0.00

Risultati del calcolo Parametri di calcolo La modellazione della struttura e la rielaborazione dei risultati del calcolo sono stati effettuati con: ModeSt ver. 7.14, prodotto da Tecnisoft s.a.s. - Prato La struttura è stata calcolata utilizzando come solutore agli elementi finiti: Xfinest ver. 8.1, prodotto da Ce.A.S. S.r.l. - Milano Tipo di normativa: Tensioni ammissibili Tipo di calcolo: calcolo statico Schematizzazione piani rigidi: nessun impalcato rigido Modalità di recupero masse secondarie: trasferire all'impalcato più vicino con modifica XY baricentro Opzioni di calcolo: - Sono state considerate infinitamente rigide le zone di connessione fra travi, pilastri ed elementi bidimensionali con una riduzione del 20% - Calcolo con offset rigidi dai nodi: no - Uniformare i carichi variabili: no - Massimizzare i carichi variabili: no - Minimo carico da considerare: 0.00 <kg/m> - Recupero carichi zone rigide: taglio e momento flettente - Modalità di combinazione momento torcente: disaccoppiare le azioni Opzioni del solutore: - Tipo di elemento bidimensionale: ISOSHELL - Trascura deformabilità a taglio delle aste: No - Analisi dinamica con metodo di Lanczos: No - Check sequenza di Sturm: Sì - Soluzione matrice con metodo ver. 5.1: No - Analisi non lineare con Newton modificato: No - Usa formulazione secante per Buckling: No - Trascura Buckling torsionale: No Condizioni di carico elementari Simbologia


1 peso 1.00 1.00 1.00 0.00 0.00 0.00 1.002 serbatoio pieno 1.00 1.00 1.00 0.00 0.00 0.00 1.00

[54]

3 sisma -x 1.00 1.00 1.00 0.00 0.00 0.00 1.004 4 sisma y 1.00 1.00 1.00 0.00 0.00 0.00 1.005 serbatoio riempito parzialmente 1.00 1.00 1.00 0.00 0.00 0.00 1.00

Combinazioni delle cce Simbologia

CC = Numero della combinazione delle condizioni di carico elementari Comm. = Commento An. = Tipo di analisi L = Lineare NL = Non lineare Bk = Buckling S = Si N = No CC Comm. An. Bk 1 2 3 4 5 1 peso+ serb.pieno L N 1.00 1.00 0.00 0.00 0.002 peso+serb.parz. L N 1.00 0.00 0.00 0.00 1.003 peso+sisma x L N 1.00 1.00 1.00 0.00 0.004 peso+sismay L N 1.00 1.00 0.00 1.00 0.00

Elenco masse nodi Simbologia

Nodo = Numero del nodo Mo = Massa orizzontale Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> -210 1386.91 -209 998.91 -208 998.91 -207 998.91 -206 609.12 -205 1386.91 -204 998.91-203 86.57 -202 86.57 -201 86.57 -200 86.57 -199 86.57 -198 86.57 -197 86.57-196 86.57 -195 86.57 -194 86.57 -193 86.57 -192 86.57 -191 86.57 -190 86.57-189 86.57 -188 86.57 -187 86.57 -186 86.57 -185 86.57 -184 86.57 -183 33.49-182 33.49 -181 33.49 -180 33.49 -179 26.99 -178 26.99 -177 34.88 -176 34.88-175 33.21 -174 33.21 -173 33.21 -172 33.21 -171 609.12 -170 77.87 -169 77.87-168 77.87 -167 77.87 -166 38.93 -165 780.65 -164 74.04 -163 73.91 -162 73.79-161 73.66 -160 74.04 -159 73.91 -158 73.79 -157 73.66 -156 37.06 -155 37.06-154 56.08 -153 56.08 -152 56.08 -151 56.08 -150 56.08 -149 56.08 -148 56.08-147 56.08 -146 56.08 -145 56.08 -144 56.08 -143 56.08 -142 28.04 -141 562.26-140 28.04 -139 28.04 -138 562.26 -137 60.25 -136 60.25 -135 60.25 -134 60.25-133 30.13 -132 355.88 -131 77.87 -130 77.87 -129 77.87 -128 77.87 -127 85.23-126 85.23 -125 85.23 -124 85.23 -123 38.93 -122 780.65 -121 74.04 -120 73.91-119 73.79 -118 73.66 -117 74.04 -116 73.91 -115 73.79 -114 73.66 -113 122.43-112 122.56 -111 122.68 -110 122.81 -109 37.06 -108 37.06 -107 56.08 -106 56.08-105 56.08 -104 56.08 -103 56.08 -102 56.08 -101 56.08 -100 56.08 -99 56.08-98 56.08 -97 56.08 -96 56.08 -95 111.54 -94 111.67 -93 111.79 -92 111.91-91 28.04 -90 562.26 -89 28.04 -88 28.04 -87 562.26 -86 60.25 -85 60.25-84 60.25 -83 60.25 -82 76.42 -81 104.47 -80 76.42 -79 104.47 -78 76.42-77 104.47 -76 76.42 -75 104.47 -74 30.13 -73 355.88 -72 85.23 -71 86.57-70 85.23 -69 86.57 -68 85.23 -67 86.57 -66 85.23 -65 86.57 -64 122.43-63 86.57 -62 122.56 -61 86.57 -60 122.68 -59 86.57 -58 122.81 -57 86.57-56 111.54 -55 86.57 -54 111.67 -53 86.57 -52 111.79 -51 86.57 -50 111.91-49 86.57 -48 104.47 -47 86.57 -46 104.47 -45 86.57 -44 104.47 -43 86.57-42 104.47 -41 86.57 -40 76.42 -39 86.57 -38 76.42 -37 86.57 -36 76.42-35 86.57 -34 76.42 -33 86.57 -32 743.43 -31 743.43 -30 743.43 -29 743.43-28 434.38 -27 434.38 -26 434.38 -25 434.38 -24 998.91 -23 998.91 -22 562.26-21 562.26 -20 60.72 -19 736.74 -18 60.72 -17 736.74 -16 77.33 -15 1117.83-14 77.33 -13 1117.83 -12 76.64 -11 923.83 -10 76.64 -9 923.83 -8 73.52-7 847.30 -6 73.52 -5 847.30 -4 56.78 -3 347.84 -2 56.78 -1 347.8411 482.22 12 482.22 31 636.11 32 636.11 201 38.21 202 38.21 205 42.62

211 52.23 212 52.23 221 55.73 222 55.73 231 61.18 232 61.18 242 42.62 Spostamenti dei nodi alle tensioni ammissibili Simbologia

Nodo = Numero del nodo Sx = Spostamento in dir. X CC = Numero della combinazione delle condizioni di carico elementari Sy = Spostamento in dir. Y Sz = Spostamento in dir. Z Rx = Rotazione intorno all'asse X Ry = Rotazione intorno all'asse Y Rz = Rotazione intorno all'asse Z Nodo Sx

<cm> CC Sy

<cm> CC Sz

<cm> CC Rx

<rad> CC Ry

<rad> CC Rz

<rad> CC

-210 Max 0.00 1 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 1-210 Min. -0.13 3 0.00 2 -0.01 4 0.00 2 0.00 3 0.00 1-209 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 1-209 Min. -0.13 3 0.00 1 -0.01 1 0.00 4 0.00 3 0.00 1-208 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 1-208 Min. -0.13 3 0.00 3 -0.01 1 0.00 4 0.00 2 0.00 1-207 Max 0.00 4 0.16 4 -0.01 2 0.00 1 0.00 2 0.00 1-207 Min. -0.13 3 -0.00 1 -0.01 1 0.00 2 0.00 3 0.00 1-206 Max 0.00 4 0.16 4 -0.01 2 0.00 2 0.00 2 0.00 1-206 Min. -0.13 3 -0.00 1 -0.01 1 0.00 4 0.00 3 0.00 1-205 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 4 0.00 1-205 Min. -0.14 3 0.00 2 -0.01 4 0.00 2 0.00 2 0.00 1-204 Max 0.00 2 0.16 4 -0.01 2 0.00 3 0.00 4 0.00 1-204 Min. -0.13 3 -0.00 3 -0.01 3 0.00 2 0.00 2 0.00 1-203 Max 0.00 1 0.16 4 -0.00 2 0.00 2 0.00 1 0.00 3-203 Min. -0.13 3 -0.01 1 -0.01 1 0.00 4 0.00 1 0.00 2-202 Max 0.00 1 0.15 4 -0.00 2 0.00 2 0.00 1 0.00 3-202 Min. -0.13 3 -0.02 1 -0.01 1 0.00 4 0.00 1 0.00 2-201 Max 0.00 1 0.14 4 -0.00 2 0.00 1 0.00 1 0.00 3-201 Min. -0.13 3 -0.03 1 -0.01 1 0.00 2 0.00 1 0.00 2-200 Max 0.00 4 0.15 4 -0.00 2 0.00 3 0.00 1 0.00 3-200 Min. -0.13 3 -0.01 1 -0.01 1 0.00 2 0.00 1 0.00 2-199 Max 0.00 4 0.17 4 -0.01 2 0.00 1 0.00 1 0.00 2-199 Min. -0.13 3 -0.01 2 -0.01 1 0.00 2 0.00 1 0.00 4-198 Max 0.00 4 0.17 4 -0.01 2 0.00 3 0.00 1 0.00 2-198 Min. -0.13 3 -0.02 2 -0.01 1 0.00 2 0.00 1 0.00 4

[55]

-197 Max 0.00 4 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 2-197 Min. -0.13 3 -0.02 2 -0.01 1 0.00 4 0.00 1 0.00 4-196 Max 0.00 4 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 2-196 Min. -0.13 3 -0.01 2 -0.01 1 0.00 4 0.00 1 0.00 4-195 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 3-195 Min. -0.14 3 0.00 1 -0.01 4 0.00 3 0.00 1 0.00 2-194 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 3-194 Min. -0.13 3 0.00 1 -0.01 4 0.00 4 0.00 1 0.00 2-193 Max 0.00 1 0.17 4 -0.01 2 0.00 3 0.00 1 0.00 3-193 Min. -0.13 3 0.00 1 -0.01 4 0.00 2 0.00 1 0.00 2-192 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 1 0.00 3-192 Min. -0.13 3 0.00 1 -0.01 4 0.00 2 0.00 1 0.00 2-191 Max 0.00 1 0.17 4 -0.01 2 0.00 3 0.00 1 0.00 2-191 Min. -0.14 3 -0.01 2 -0.01 4 0.00 2 0.00 1 0.00 4-190 Max 0.00 1 0.17 4 -0.01 2 0.00 1 0.00 1 0.00 2-190 Min. -0.14 3 -0.02 2 -0.01 4 0.00 2 0.00 1 0.00 4-189 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 2-189 Min. -0.14 3 -0.02 2 -0.01 4 0.00 4 0.00 1 0.00 4-188 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 2-188 Min. -0.14 3 -0.01 2 -0.01 4 0.00 4 0.00 1 0.00 4-187 Max 0.00 4 0.18 4 -0.01 2 0.00 2 0.00 1 0.00 3-187 Min. -0.14 3 0.01 1 -0.01 4 0.00 4 0.00 1 0.00 4-186 Max 0.00 4 0.19 4 -0.01 2 0.00 2 0.00 1 0.00 3-186 Min. -0.14 3 0.02 1 -0.01 4 0.00 4 0.00 1 0.00 4-185 Max 0.00 2 0.19 4 -0.01 2 0.00 3 0.00 1 0.00 3-185 Min. -0.14 3 0.02 1 -0.01 4 0.00 4 0.00 1 0.00 4-184 Max 0.00 2 0.18 4 -0.01 2 0.00 1 0.00 1 0.00 3-184 Min. -0.14 3 0.01 1 -0.01 4 0.00 4 0.00 1 0.00 4-183 Max 0.00 2 0.17 4 -0.01 3 0.00 2 0.00 2 0.00 1-183 Min. -0.14 3 0.00 1 -0.02 2 0.00 4 0.00 3 0.00 1-182 Max 0.00 4 0.17 4 -0.01 1 0.00 2 0.00 1 0.00 1-182 Min. -0.14 3 0.00 3 -0.02 2 0.00 3 0.00 2 0.00 1-181 Max 0.00 1 0.17 4 -0.01 3 0.00 3 0.00 2 0.00 1-181 Min. -0.13 3 0.00 1 -0.02 2 0.00 2 0.00 3 0.00 1-180 Max 0.00 2 0.17 4 -0.01 3 0.00 1 0.00 1 0.00 1-180 Min. -0.13 3 0.00 3 -0.02 2 0.00 2 0.00 2 0.00 1-179 Max 0.00 2 0.17 4 -0.00 2 0.00 3 0.00 4 0.00 1-179 Min. -0.13 3 0.00 1 -0.01 1 0.00 2 0.00 2 0.00 1-178 Max 0.00 1 0.17 4 -0.00 2 0.00 1 0.00 2 0.00 1-178 Min. -0.13 3 -0.00 3 -0.01 3 0.00 3 0.00 3 0.00 1-177 Max 0.00 1 0.17 4 -0.01 3 0.00 2 0.00 2 0.00 1-177 Min. -0.14 3 0.00 2 -0.01 2 0.00 3 0.00 3 0.00 1-176 Max 0.00 4 0.17 4 -0.01 1 0.00 2 0.00 4 0.00 1-176 Min. -0.14 3 0.00 2 -0.01 2 0.00 1 0.00 2 0.00 1-175 Max 0.00 2 0.17 4 -0.00 2 0.00 1 0.00 1 0.00 1-175 Min. -0.14 3 0.00 1 -0.01 1 0.00 2 0.00 2 0.00 1-174 Max 0.00 1 0.17 4 -0.00 2 0.00 3 0.00 2 0.00 1-174 Min. -0.14 3 0.00 3 -0.01 3 0.00 2 0.00 3 0.00 1-173 Max 0.00 2 0.17 4 -0.00 2 0.00 2 0.00 1 0.00 1-173 Min. -0.14 3 0.00 1 -0.01 1 0.00 1 0.00 2 0.00 1-172 Max 0.00 1 0.17 4 -0.00 2 0.00 2 0.00 2 0.00 1-172 Min. -0.14 3 0.00 3 -0.01 3 0.00 1 0.00 3 0.00 1-171 Max 0.00 2 0.16 4 -0.01 2 0.00 2 0.00 1 0.00 1-171 Min. -0.13 3 -0.00 3 -0.01 3 0.00 4 0.00 2 0.00 1-170 Max 0.00 2 0.17 4 -0.01 2 0.00 1 0.00 4 0.00 2-170 Min. -0.13 3 0.00 3 -0.01 3 0.00 1 0.00 2 0.00 4-169 Max 0.00 2 0.17 4 -0.01 2 0.00 1 0.00 4 0.00 2-169 Min. -0.13 3 0.00 3 -0.01 3 0.00 1 0.00 2 0.00 4-168 Max 0.00 2 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 2-168 Min. -0.13 3 0.00 3 -0.01 3 0.00 1 0.00 3 0.00 4-167 Max 0.00 2 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 2-167 Min. -0.13 3 0.00 3 -0.01 3 0.00 1 0.00 3 0.00 4-166 Max 0.00 2 0.17 4 -0.01 2 0.00 1 0.00 4 0.00 1-166 Min. -0.14 3 -0.00 3 -0.01 3 0.00 1 0.00 2 0.00 4-165 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 4 0.00 2-165 Min. -0.14 3 0.00 2 -0.01 3 0.00 2 0.00 2 0.00 3-164 Max -0.00 4 0.17 4 -0.01 2 0.00 1 0.00 1 0.00 2-164 Min. -0.14 3 0.00 3 -0.01 3 0.00 1 0.00 2 0.00 4-163 Max -0.00 2 0.17 4 -0.01 2 0.00 1 0.00 4 0.00 2-163 Min. -0.14 3 0.00 3 -0.01 3 0.00 1 0.00 2 0.00 4-162 Max -0.00 2 0.17 4 -0.01 2 0.00 1 0.00 4 0.00 2-162 Min. -0.14 3 0.00 3 -0.01 3 0.00 1 0.00 2 0.00 4-161 Max -0.00 2 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 2-161 Min. -0.14 3 0.00 3 -0.01 3 0.00 1 0.00 3 0.00 4-160 Max -0.00 1 0.17 4 -0.01 2 0.00 1 0.00 4 0.00 3-160 Min. -0.14 3 0.00 3 -0.01 3 0.00 1 0.00 2 0.00 2-159 Max -0.00 2 0.17 4 -0.01 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[56]

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4 0.00 3 0.00 2-41 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 4-41 Min. -0.13 3 -0.01 2 -0.01 3 0.00 4 0.00 1 0.00 2-40 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 4 0.00 2-40 Min. -0.13 3 -0.00 3 -0.01 3 0.00 4 0.00 3 0.00 1-39 Max 0.00 2 0.16 4 -0.00 2 0.00 2 0.00 1 0.00 2-39 Min. -0.13 3 -0.01 3 -0.01 3 0.00 4 0.00 1 0.00 1-38 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 2-38 Min. -0.13 3 -0.00 3 -0.01 3 0.00 4 0.00 3 0.00 1-37 Max 0.00 2 0.15 4 -0.00 2 0.00 2 0.00 1 0.00 2

[58]

-37 Min. -0.13 3 -0.02 3 -0.01 3 0.00 4 0.00 1 0.00 1-36 Max 0.00 2 0.17 4 -0.00 2 0.00 1 0.00 4 0.00 2-36 Min. -0.13 3 -0.00 3 -0.01 3 0.00 4 0.00 2 0.00 1-35 Max 0.00 2 0.14 4 -0.00 2 0.00 1 0.00 1 0.00 2-35 Min. -0.13 3 -0.03 3 -0.01 3 0.00 2 0.00 1 0.00 1-34 Max 0.00 2 0.17 4 -0.00 2 0.00 1 0.00 2 0.00 2-34 Min. -0.13 3 -0.00 3 -0.00 3 0.00 2 0.00 3 0.00 1-33 Max 0.00 2 0.15 4 -0.00 2 0.00 1 0.00 1 0.00 2-33 Min. -0.13 3 -0.01 3 -0.01 3 0.00 2 0.00 1 0.00 1-32 Max 0.00 2 0.17 4 -0.01 2 0.00 4 0.00 1 0.00 1-32 Min. -0.13 3 0.00 3 -0.01 4 0.00 2 0.00 2 0.00 1-31 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 4 0.00 1-31 Min. -0.13 3 0.00 3 -0.01 4 0.00 3 0.00 2 0.00 1-30 Max 0.00 4 0.17 4 -0.01 2 0.00 3 0.00 2 0.00 1-30 Min. -0.13 3 0.00 2 -0.01 4 0.00 2 0.00 3 0.00 1-29 Max 0.00 4 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 1-29 Min. -0.13 3 0.00 1 -0.01 4 0.00 1 0.00 3 0.00 1-28 Max 0.00 4 0.17 4 -0.01 2 0.00 3 0.00 2 0.00 3-28 Min. -0.13 3 0.00 2 -0.01 4 0.00 2 0.00 3 0.00 2-27 Max 0.00 2 0.17 4 -0.01 2 0.00 4 0.00 1 0.00 3-27 Min. -0.14 3 0.00 3 -0.01 3 0.00 2 0.00 2 0.00 4-26 Max 0.00 4 0.17 4 -0.00 2 0.00 2 0.00 2 0.00 3-26 Min. -0.13 3 0.00 1 -0.01 4 0.00 4 0.00 3 0.00 1-25 Max 0.00 2 0.17 4 -0.00 2 0.00 2 0.00 1 0.00 3-25 Min. -0.13 3 -0.00 3 -0.01 3 0.00 3 0.00 2 0.00 2-24 Max 0.00 1 0.17 4 -0.01 2 0.00 4 0.00 2 0.00 1-24 Min. -0.13 3 0.00 1 -0.01 1 0.00 2 0.00 3 0.00 1-23 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 1 0.00 1-23 Min. -0.13 3 -0.00 3 -0.01 1 0.00 2 0.00 2 0.00 1-22 Max 0.00 1 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 3-22 Min. -0.13 3 0.00 1 -0.01 1 0.00 2 0.00 3 0.00 2-21 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 4 0.00 3-21 Min. -0.13 3 -0.00 3 -0.01 3 0.00 2 0.00 3 0.00 4-20 Max 0.00 4 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 2-20 Min. -0.14 3 0.00 2 -0.01 4 0.00 4 0.00 3 0.00 4-19 Max 0.00 4 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 3-19 Min. -0.14 3 0.00 2 -0.01 4 0.00 2 0.00 4 0.00 4-18 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 4-18 Min. -0.14 3 0.00 3 -0.01 4 0.00 3 0.00 3 0.00 2-17 Max 0.00 1 0.17 4 -0.01 2 0.00 3 0.00 4 0.00 3-17 Min. -0.14 3 0.00 2 -0.01 4 0.00 2 0.00 2 0.00 1-16 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 2 0.00 2-16 Min. -0.14 3 0.00 2 -0.01 4 0.00 2 0.00 3 0.00 4-15 Max 0.00 1 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 2-15 Min. -0.13 3 0.00 2 -0.01 4 0.00 2 0.00 3 0.00 4-14 Max 0.00 4 0.17 4 -0.01 2 0.00 1 0.00 1 0.00 4-14 Min. -0.14 3 0.00 3 -0.01 3 0.00 2 0.00 3 0.00 2-13 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 4 0.00 3-13 Min. -0.14 3 0.00 2 -0.01 4 0.00 2 0.00 2 0.00 2-12 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 4 0.00 3-12 Min. -0.14 3 0.00 1 -0.01 4 0.00 3 0.00 3 0.00 4-11 Max 0.00 4 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 3-11 Min. -0.13 3 0.00 1 -0.01 4 0.00 4 0.00 3 0.00 2-10 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 4-10 Min. -0.14 3 0.00 3 -0.01 3 0.00 1 0.00 3 0.00 1-9 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 4 0.00 2-9 Min. -0.13 3 0.00 3 -0.01 4 0.00 4 0.00 2 0.00 1-8 Max 0.00 2 0.17 4 -0.01 2 0.00 1 0.00 1 0.00 3-8 Min. -0.13 3 0.00 1 -0.01 1 0.00 2 0.00 3 0.00 4-7 Max 0.00 4 0.16 4 -0.01 2 0.00 2 0.00 2 0.00 2-7 Min. -0.13 3 -0.00 1 -0.01 1 0.00 4 0.00 3 0.00 4-6 Max 0.00 1 0.17 4 -0.01 2 0.00 3 0.00 2 0.00 4-6 Min. -0.13 3 0.00 3 -0.01 3 0.00 2 0.00 3 0.00 1-5 Max 0.00 2 0.16 4 -0.01 2 0.00 2 0.00 1 0.00 3-5 Min. -0.13 3 -0.00 3 -0.01 3 0.00 4 0.00 2 0.00 2-4 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 4 0.00 3-4 Min. -0.13 3 0.00 1 -0.01 1 0.00 3 0.00 2 0.00 4-3 Max 0.00 1 0.16 4 -0.00 2 0.00 3 0.00 2 0.00 3-3 Min. -0.13 3 -0.00 1 -0.01 1 0.00 2 0.00 3 0.00 2-2 Max 0.00 4 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 4-2 Min. -0.13 3 -0.00 3 -0.01 3 0.00 4 0.00 3 0.00 1-1 Max 0.00 2 0.16 4 -0.00 2 0.00 1 0.00 1 0.00 2-1 Min. -0.13 3 -0.00 3 -0.01 3 0.00 2 0.00 2 0.00 11 Max 0.00 2 0.16 4 0.00 1 0.00 2 0.00 1 0.00 31 Min. -0.13 3 -0.00 3 0.00 1 0.00 3 0.00 2 0.00 12 Max 0.00 1 0.16 4 0.00 1 0.00 2 0.00 2 0.00 32 Min. -0.13 3 -0.00 1 0.00 1 0.00 4 0.00 3 0.00 211 Max 0.00 2 0.16 4 -0.01 2 0.00 2 0.00 1 0.00 311 Min. -0.13 3 -0.00 3 -0.01 3 0.00 3 0.00 3 0.00 212 Max 0.00 4 0.16 4 -0.01 2 0.00 2 0.00 2 0.00 312 Min. -0.13 3 -0.00 1 -0.01 1 0.00 4 0.00 3 0.00 121 Max 0.00 2 0.17 4 0.00 1 0.00 2 0.00 4 0.00 321 Min. -0.13 3 -0.00 3 0.00 1 0.00 4 0.00 2 0.00 222 Max 0.00 4 0.17 4 0.00 1 0.00 2 0.00 2 0.00 322 Min. -0.13 3 0.00 1 0.00 1 0.00 4 0.00 4 0.00 431 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 4 0.00 331 Min. -0.14 3 0.00 3 -0.01 3 0.00 2 0.00 2 0.00 432 Max 0.00 1 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 332 Min. -0.13 3 0.00 2 -0.01 4 0.00 2 0.00 3 0.00 241 Max -0.00 1 0.17 4 0.00 1 0.00 3 0.00 4 0.00 441 Min. -0.14 3 0.00 2 0.00 1 0.00 2 0.00 2 0.00 342 Max 0.00 4 0.17 4 0.00 1 0.00 1 0.00 2 0.00 142 Min. -0.13 3 0.00 2 0.00 1 0.00 2 0.00 4 0.00 4201 Max 0.00 4 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 2201 Min. -0.13 3 0.00 3 -0.01 3 0.00 4 0.00 3 0.00 1202 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 4 0.00 3202 Min. -0.13 3 0.00 1 -0.01 1 0.00 4 0.00 3 0.00 2205 Max 0.00 2 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 4205 Min. -0.14 3 -0.00 3 -0.01 3 0.00 2 0.00 3 0.00 1211 Max 0.00 1 0.17 4 -0.01 2 0.00 3 0.00 4 0.00 3211 Min. -0.13 3 0.00 3 -0.01 3 0.00 2 0.00 3 0.00 2212 Max 0.00 4 0.17 4 -0.01 2 0.00 1 0.00 2 0.00 2212 Min. -0.13 3 0.00 1 -0.01 1 0.00 2 0.00 3 0.00 4221 Max 0.00 2 0.17 4 -0.01 2 0.00 2 0.00 1 0.00 2221 Min. -0.14 3 0.00 3 -0.01 3 0.00 4 0.00 2 0.00 1222 Max 0.00 1 0.17 4 -0.01 2 0.00 2 0.00 2 0.00 3222 Min. -0.14 3 0.00 2 -0.01 4 0.00 4 0.00 3 0.00 2

[59]

231 Max 0.00 4 0.17 4 -0.01 2 0.00 1 0.00 1 0.00 4231 Min. -0.14 3 0.00 3 -0.01 3 0.00 2 0.00 2 0.00 2232 Max 0.00 2 0.17 4 -0.01 2 0.00 3 0.00 2 0.00 2232 Min. -0.14 3 0.00 1 -0.01 4 0.00 2 0.00 3 0.00 4242 Max 0.00 4 0.17 4 -0.01 2 0.00 3 0.00 1 0.00 3242 Min. -0.14 3 0.00 1 -0.01 4 0.00 2 0.00 3 0.00 4

Reazioni vincolari Simbologia

Nodo = Numero del nodo Rx = Reazione vincolare (forza) in dir. X CC = Numero della combinazione delle condizioni di carico elementari Ry = Reazione vincolare (forza) in dir. Y Rz = Reazione vincolare (forza) in dir. Z Mx = Reazione vincolare (momento) intorno all'asse X My = Reazione vincolare (momento) intorno all'asse Y Mz = Reazione vincolare (momento) intorno all'asse Z Nodo Rx

<kg> CC Ry

<kg> CC Rz

<kg> CC Mx

<kgm> CC My

<kgm> CC Mz

<kgm> CC

1 Max 3611.84 3 110.32 3 45864.80 3 0.00 1 0.00 3 0.00 41 Min. 10.68 2 -4478.58 4 32007.50 2 0.00 4 0.00 1 0.00 12 Max 3556.83 3 68.48 1 43132.80 1 0.00 1 0.00 3 0.00 42 Min. -27.28 1 -4478.58 4 32007.50 2 0.00 4 0.00 4 0.00 321 Max 3700.64 3 33.92 3 98403.90 3 0.00 4 0.00 3 0.00 421 Min. 18.67 2 -4550.81 4 70285.30 2 0.00 2 0.00 2 0.00 122 Max 3641.11 3 4.11 1 91772.00 4 0.00 2 0.00 3 0.00 322 Min. -29.37 4 -4550.81 4 70285.30 2 0.00 4 0.00 4 0.00 441 Max 3743.59 3 -46.16 2 49799.60 4 0.00 4 0.00 3 0.00 341 Min. 27.85 1 -4620.21 4 39213.80 2 0.00 2 0.00 4 0.00 242 Max 3687.39 3 -46.16 2 49799.60 4 0.00 4 0.00 3 0.00 442 Min. -32.40 4 -4620.21 4 39213.80 2 0.00 3 0.00 2 0.00 3

Sollecitazioni elem. bidimensionali Simbologia

Bid. = Numero del muro/elemento bidimensionale Nodo = Numero del nodo �xx = Tensione normale sulle facce perp. all'asse X CC = Numero della combinazione delle condizioni di carico elementari �zz = Tensione normale sulle facce perp. all'asse Z �xz = Tensione in dir. Z sulle facce perp. all'asse X Mxx = Momento che provoca variazione di tensione sulle facce perp. all'asse X Mzz = Momento che provoca variazione di tensione sulle facce perp. all'asse Z Mxz = Momento che provoca variazione di tensione tangenziale sulle facce perp. all'asse X �zy = Tensione in dir. Y sulle facce perp. all'asse Z �xy = Tensione in dir. Y sulle facce perp. all'asse X Bid. Nodo �xx

<kg/mq> CC �zz

<kg/mq> CC �xz

<kg/mq> CC Mxx

<kgm/m> CC Mzz

<kgm/m> CC Mxz

<kgm/m>CC �zy

<kg/mq> CC �xy

<kg/mq> CC

101 Max -14 8484.36 2 -3119.52 2 2134.69 3 -15.92 1 1.82 1 1.01 3 8.92 3 -1540.18 2101 Max -176 8484.36 2 -3119.52 2 2134.69 3 -15.92 1 1.82 1 1.01 3 8.92 3 -1540.18 2101 Max -177 8484.36 2 -3119.52 2 2134.69 3 -15.92 1 1.82 1 1.01 3 8.92 3 -1540.18 2101 Max -16 8484.36 2 -3119.52 2 2134.69 3 -15.92 1 1.82 1 1.01 3 8.92 3 -1540.18 2101 Min. -14 7818.58 3 -4458.42 4 0.00 4 -217.79 2 -9.05 2 0.00 4 0.00 2 -2508.17 1101 Min. -176 7818.58 3 -4458.42 4 0.00 4 -217.79 2 -9.05 2 0.00 4 0.00 2 -2508.17 1101 Min. -177 7818.58 3 -4458.42 4 0.00 4 -217.79 2 -9.05 2 0.00 4 0.00 2 -2508.17 1101 Min. -16 7818.58 3 -4458.42 4 0.00 4 -217.79 2 -9.05 2 0.00 4 0.00 2 -2508.17 1101 Max -176 8484.36 2 3435.16 4 2134.69 3 -260.19 4 0.33 2 0.00 4 0.00 1 1084.82 2101 Max -18 8484.36 2 3435.16 4 2134.69 3 -260.19 4 0.33 2 0.00 4 0.00 1 1084.82 2101 Max -20 8484.36 2 3435.16 4 2134.69 3 -260.19 4 0.33 2 0.00 4 0.00 1 1084.82 2101 Max -177 8484.36 2 3435.16 4 2134.69 3 -260.19 4 0.33 2 0.00 4 0.00 1 1084.82 2101 Min. -176 7818.58 3 1751.37 2 0.00 4 -267.01 1 -4.23 1 -1.19 3 -1.29 3 116.83 1101 Min. -18 7818.58 3 1751.37 2 0.00 4 -267.01 1 -4.23 1 -1.19 3 -1.29 3 116.83 1101 Min. -20 7818.58 3 1751.37 2 0.00 4 -267.01 1 -4.23 1 -1.19 3 -1.29 3 116.83 1101 Min. -177 7818.58 3 1751.37 2 0.00 4 -267.01 1 -4.23 1 -1.19 3 -1.29 3 116.83 1101 Max -178 8663.50 4 -3390.65 3 0.00 1 245.80 2 11.55 2 0.41 3 17.83 3 2842.18 4101 Max -6 8663.50 4 -3390.65 3 0.00 1 245.80 2 11.55 2 0.41 3 17.83 3 2842.18 4101 Max -8 8663.50 4 -3390.65 3 0.00 1 245.80 2 11.55 2 0.41 3 17.83 3 2842.18 4101 Max -179 8663.50 4 -3390.65 3 0.00 1 245.80 2 11.55 2 0.41 3 17.83 3 2842.18 4101 Min. -178 -702.76 2 -3786.92 1 -2415.34 3 -38.81 3 1.47 3 0.00 2 0.00 4 2432.65 2101 Min. -6 -702.76 2 -3786.92 1 -2415.34 3 -38.81 3 1.47 3 0.00 2 0.00 4 2432.65 2101 Min. -8 -702.76 2 -3786.92 1 -2415.34 3 -38.81 3 1.47 3 0.00 2 0.00 4 2432.65 2101 Min. -179 -702.76 2 -3786.92 1 -2415.34 3 -38.81 3 1.47 3 0.00 2 0.00 4 2432.65 2101 Max -6 5517.06 2 -3099.96 2 0.00 1 122.83 3 9.44 3 3.71 3 0.00 4 -2505.22 2101 Max -180 5517.06 2 -3099.96 2 0.00 1 122.83 3 9.44 3 3.71 3 0.00 4 -2505.22 2101 Max -181 5517.06 2 -3099.96 2 0.00 1 122.83 3 9.44 3 3.71 3 0.00 4 -2505.22 2101 Max -8 5517.06 2 -3099.96 2 0.00 1 122.83 3 9.44 3 3.71 3 0.00 4 -2505.22 2101 Min. -6 4529.37 3 -3503.23 1 -143.76 3 -48.72 2 -0.39 2 0.00 2 -12.35 3 -2622.72 3101 Min. -180 4529.37 3 -3503.23 1 -143.76 3 -48.72 2 -0.39 2 0.00 2 -12.35 3 -2622.72 3101 Min. -181 4529.37 3 -3503.23 1 -143.76 3 -48.72 2 -0.39 2 0.00 2 -12.35 3 -2622.72 3101 Min. -8 4529.37 3 -3503.23 1 -143.76 3 -48.72 2 -0.39 2 0.00 2 -12.35 3 -2622.72 3101 Max -180 5517.06 2 298.21 2 0.00 1 -151.90 3 -9.31 2 0.00 4 0.00 2 15.61 2101 Max -182 5517.06 2 298.21 2 0.00 1 -151.90 3 -9.31 2 0.00 4 0.00 2 15.61 2101 Max -183 5517.06 2 298.21 2 0.00 1 -151.90 3 -9.31 2 0.00 4 0.00 2 15.61 2101 Max -181 5517.06 2 298.21 2 0.00 1 -151.90 3 -9.31 2 0.00 4 0.00 2 15.61 2101 Min. -180 4529.37 3 176.67 3 -143.76 3 -299.75 2 -11.31 3 -3.42 3 -16.90 3 -101.89 3101 Min. -182 4529.37 3 176.67 3 -143.76 3 -299.75 2 -11.31 3 -3.42 3 -16.90 3 -101.89 3101 Min. -183 4529.37 3 176.67 3 -143.76 3 -299.75 2 -11.31 3 -3.42 3 -16.90 3 -101.89 3101 Min. -181 4529.37 3 176.67 3 -143.76 3 -299.75 2 -11.31 3 -3.42 3 -16.90 3 -101.89 3101 Max -182 5517.06 2 1753.18 3 0.00 2 82.29 1 5.13 1 0.00 1 18.33 3 2536.45 2101 Max -10 5517.06 2 1753.18 3 0.00 2 82.29 1 5.13 1 0.00 1 18.33 3 2536.45 2101 Max -12 5517.06 2 1753.18 3 0.00 2 82.29 1 5.13 1 0.00 1 18.33 3 2536.45 2101 Max -183 5517.06 2 1753.18 3 0.00 2 82.29 1 5.13 1 0.00 1 18.33 3 2536.45 2101 Min. -182 4529.37 3 788.10 2 -143.76 3 -42.42 2 -0.51 2 -0.43 3 0.00 4 2418.95 3101 Min. -10 4529.37 3 788.10 2 -143.76 3 -42.42 2 -0.51 2 -0.43 3 0.00 4 2418.95 3101 Min. -12 4529.37 3 788.10 2 -143.76 3 -42.42 2 -0.51 2 -0.43 3 0.00 4 2418.95 3101 Min. -183 4529.37 3 788.10 2 -143.76 3 -42.42 2 -0.51 2 -0.43 3 0.00 4 2418.95 3101 Max -172 4941.06 1 370.77 2 0.00 2 -24.96 2 -11.05 1 2.04 3 0.00 4 70.97 3101 Max -174 4941.06 1 370.77 2 0.00 2 -24.96 2 -11.05 1 2.04 3 0.00 4 70.97 3101 Max -175 4941.06 1 370.77 2 0.00 2 -24.96 2 -11.05 1 2.04 3 0.00 4 70.97 3101 Max -173 4941.06 1 370.77 2 0.00 2 -24.96 2 -11.05 1 2.04 3 0.00 4 70.97 3101 Min. -172 -1823.24 2 250.22 3 -180.50 3 -152.84 1 -12.78 2 0.00 1 -18.13 3 -20.32 2

[60]

101 Min. -174 -1823.24 2 250.22 3 -180.50 3 -152.84 1 -12.78 2 0.00 1 -18.13 3 -20.32 2101 Min. -175 -1823.24 2 250.22 3 -180.50 3 -152.84 1 -12.78 2 0.00 1 -18.13 3 -20.32 2101 Min. -173 -1823.24 2 250.22 3 -180.50 3 -152.84 1 -12.78 2 0.00 1 -18.13 3 -20.32 2101 Max -10 4941.06 1 1753.44 3 0.00 4 229.11 2 11.49 2 0.99 3 9.18 3 -2429.03 3101 Max -172 4941.06 1 1753.44 3 0.00 4 229.11 2 11.49 2 0.99 3 9.18 3 -2429.03 3101 Max -173 4941.06 1 1753.44 3 0.00 4 229.11 2 11.49 2 0.99 3 9.18 3 -2429.03 3101 Max -12 4941.06 1 1753.44 3 0.00 4 229.11 2 11.49 2 0.99 3 9.18 3 -2429.03 3101 Min. -10 -1823.24 2 466.85 2 -180.50 3 83.20 3 5.17 3 0.00 4 0.00 2 -2520.32 2101 Min. -172 -1823.24 2 466.85 2 -180.50 3 83.20 3 5.17 3 0.00 4 0.00 2 -2520.32 2101 Min. -173 -1823.24 2 466.85 2 -180.50 3 83.20 3 5.17 3 0.00 4 0.00 2 -2520.32 2101 Min. -12 -1823.24 2 466.85 2 -180.50 3 83.20 3 5.17 3 0.00 4 0.00 2 -2520.32 2101 Max -2 8663.50 4 2855.72 3 0.00 2 15.54 2 -5.34 2 0.37 3 0.00 2 810.93 4101 Max -178 8663.50 4 2855.72 3 0.00 2 15.54 2 -5.34 2 0.37 3 0.00 2 810.93 4101 Max -179 8663.50 4 2855.72 3 0.00 2 15.54 2 -5.34 2 0.37 3 0.00 2 810.93 4101 Max -4 8663.50 4 2855.72 3 0.00 2 15.54 2 -5.34 2 0.37 3 0.00 2 810.93 4101 Min. -2 -702.76 2 2154.92 4 -2415.34 3 -326.73 4 -5.95 4 0.00 1 -0.65 3 401.40 2101 Min. -178 -702.76 2 2154.92 4 -2415.34 3 -326.73 4 -5.95 4 0.00 1 -0.65 3 401.40 2101 Min. -179 -702.76 2 2154.92 4 -2415.34 3 -326.73 4 -5.95 4 0.00 1 -0.65 3 401.40 2101 Min. -4 -702.76 2 2154.92 4 -2415.34 3 -326.73 4 -5.95 4 0.00 1 -0.65 3 401.40 2101 Max -174 4941.06 1 -3378.92 2 0.00 1 220.98 2 15.70 2 0.00 2 0.00 1 2570.97 3101 Max -14 4941.06 1 -3378.92 2 0.00 1 220.98 2 15.70 2 0.00 2 0.00 1 2570.97 3101 Max -16 4941.06 1 -3378.92 2 0.00 1 220.98 2 15.70 2 0.00 2 0.00 1 2570.97 3101 Max -175 4941.06 1 -3378.92 2 0.00 1 220.98 2 15.70 2 0.00 2 0.00 1 2570.97 3101 Min. -174 -1823.24 2 -4156.65 4 -180.50 3 110.08 1 8.41 1 -3.37 3 -2.01 3 2479.68 2101 Min. -14 -1823.24 2 -4156.65 4 -180.50 3 110.08 1 8.41 1 -3.37 3 -2.01 3 2479.68 2101 Min. -16 -1823.24 2 -4156.65 4 -180.50 3 110.08 1 8.41 1 -3.37 3 -2.01 3 2479.68 2101 Min. -175 -1823.24 2 -4156.65 4 -180.50 3 110.08 1 8.41 1 -3.37 3 -2.01 3 2479.68 2102 Max -37 3625.83 3 -5890.77 4 0.00 2 18.39 2 19.15 2 0.00 4 2465.37 4 0.00 1102 Max -202 3625.83 3 -5890.77 4 0.00 2 18.39 2 19.15 2 0.00 4 2465.37 4 0.00 1102 Max -203 3625.83 3 -5890.77 4 0.00 2 18.39 2 19.15 2 0.00 4 2465.37 4 0.00 1102 Max -39 3625.83 3 -5890.77 4 0.00 2 18.39 2 19.15 2 0.00 4 2465.37 4 0.00 1102 Min. -37 -664.66 2 -6581.92 2 -1631.88 3 -932.48 1 -318.51 1 -3.78 3 -249.66 2 -201.31 3102 Min. -202 -664.66 2 -6581.92 2 -1631.88 3 -932.48 1 -318.51 1 -3.78 3 -249.66 2 -201.31 3102 Min. -203 -664.66 2 -6581.92 2 -1631.88 3 -932.48 1 -318.51 1 -3.78 3 -249.66 2 -201.31 3102 Min. -39 -664.66 2 -6581.92 2 -1631.88 3 -932.48 1 -318.51 1 -3.78 3 -249.66 2 -201.31 3102 Max -200 756.94 3 -21517.30 3 14716.80 1 207.95 1 7.32 2 19.61 2 1340.86 3 8004.87 1102 Max -76 756.94 3 -21517.30 3 14716.80 1 207.95 1 7.32 2 19.61 2 1340.86 3 8004.87 1102 Max -78 756.94 3 -21517.30 3 14716.80 1 207.95 1 7.32 2 19.61 2 1340.86 3 8004.87 1102 Max -201 756.94 3 -21517.30 3 14716.80 1 207.95 1 7.32 2 19.61 2 1340.86 3 8004.87 1102 Min. -200 -6430.36 2 -24747.00 1 8260.59 2 28.85 2 -336.28 3 -283.38 1 546.25 2 -55.93 2102 Min. -76 -6430.36 2 -24747.00 1 8260.59 2 28.85 2 -336.28 3 -283.38 1 546.25 2 -55.93 2102 Min. -78 -6430.36 2 -24747.00 1 8260.59 2 28.85 2 -336.28 3 -283.38 1 546.25 2 -55.93 2102 Min. -201 -6430.36 2 -24747.00 1 8260.59 2 28.85 2 -336.28 3 -283.38 1 546.25 2 -55.93 2102 Max -202 4642.02 1 -4572.69 3 -1947.38 4 168.87 1 -4.51 2 243.13 4 267.49 1 6870.93 3102 Max -80 4642.02 1 -4572.69 3 -1947.38 4 168.87 1 -4.51 2 243.13 4 267.49 1 6870.93 3102 Max -82 4642.02 1 -4572.69 3 -1947.38 4 168.87 1 -4.51 2 243.13 4 267.49 1 6870.93 3102 Max -203 4642.02 1 -4572.69 3 -1947.38 4 168.87 1 -4.51 2 243.13 4 267.49 1 6870.93 3102 Min. -202 208.02 2 -6050.35 2 -3330.08 3 29.52 2 -123.66 3 -21.32 2 129.70 4 -37.66 2102 Min. -80 208.02 2 -6050.35 2 -3330.08 3 29.52 2 -123.66 3 -21.32 2 129.70 4 -37.66 2102 Min. -82 208.02 2 -6050.35 2 -3330.08 3 29.52 2 -123.66 3 -21.32 2 129.70 4 -37.66 2102 Min. -203 208.02 2 -6050.35 2 -3330.08 3 29.52 2 -123.66 3 -21.32 2 129.70 4 -37.66 2102 Max -38 5577.48 3 -5403.80 4 2609.37 2 193.00 3 -4.51 2 21.32 2 338.48 3 37.66 2102 Max -37 5577.48 3 -5403.80 4 2609.37 2 193.00 3 -4.51 2 21.32 2 338.48 3 37.66 2102 Max -39 5577.48 3 -5403.80 4 2609.37 2 193.00 3 -4.51 2 21.32 2 338.48 3 37.66 2102 Max -40 5577.48 3 -5403.80 4 2609.37 2 193.00 3 -4.51 2 21.32 2 338.48 3 37.66 2102 Min. -38 208.02 2 -6527.54 3 1090.18 3 29.52 2 -114.80 1 -243.13 4 129.70 4 -6874.44 3102 Min. -37 208.02 2 -6527.54 3 1090.18 3 29.52 2 -114.80 1 -243.13 4 129.70 4 -6874.44 3102 Min. -39 208.02 2 -6527.54 3 1090.18 3 29.52 2 -114.80 1 -243.13 4 129.70 4 -6874.44 3102 Min. -40 208.02 2 -6527.54 3 1090.18 3 29.52 2 -114.80 1 -243.13 4 129.70 4 -6874.44 3102 Max -201 4268.98 1 -10266.40 3 2292.95 4 252.79 1 27.00 2 38.25 4 163.06 4 9641.70 1102 Max -78 4268.98 1 -10266.40 3 2292.95 4 252.79 1 27.00 2 38.25 4 163.06 4 9641.70 1102 Max -80 4268.98 1 -10266.40 3 2292.95 4 252.79 1 27.00 2 38.25 4 163.06 4 9641.70 1102 Max -202 4268.98 1 -10266.40 3 2292.95 4 252.79 1 27.00 2 38.25 4 163.06 4 9641.70 1102 Min. -201 -2549.22 2 -12605.50 2 230.58 2 43.32 2 -237.31 3 -8.32 2 -397.62 2 -28.71 2102 Min. -78 -2549.22 2 -12605.50 2 230.58 2 43.32 2 -237.31 3 -8.32 2 -397.62 2 -28.71 2102 Min. -80 -2549.22 2 -12605.50 2 230.58 2 43.32 2 -237.31 3 -8.32 2 -397.62 2 -28.71 2102 Min. -202 -2549.22 2 -12605.50 2 230.58 2 43.32 2 -237.31 3 -8.32 2 -397.62 2 -28.71 2102 Max 1 1817.50 1 -42285.60 2 -16934.20 2 162.89 3 620.13 3 288.24 3 -1953.92 2 161.45 2102 Max -1 1817.50 1 -42285.60 2 -16934.20 2 162.89 3 620.13 3 288.24 3 -1953.92 2 161.45 2102 Max -33 1817.50 1 -42285.60 2 -16934.20 2 162.89 3 620.13 3 288.24 3 -1953.92 2 161.45 2102 Max -34 1817.50 1 -42285.60 2 -16934.20 2 162.89 3 620.13 3 288.24 3 -1953.92 2 161.45 2102 Min. 1 -4550.17 2 -52421.10 3 -30490.90 3 16.31 2 165.18 2 -3.51 2 -7645.75 1 -227.16 3102 Min. -1 -4550.17 2 -52421.10 3 -30490.90 3 16.31 2 165.18 2 -3.51 2 -7645.75 1 -227.16 3102 Min. -33 -4550.17 2 -52421.10 3 -30490.90 3 16.31 2 165.18 2 -3.51 2 -7645.75 1 -227.16 3102 Min. -34 -4550.17 2 -52421.10 3 -30490.90 3 16.31 2 165.18 2 -3.51 2 -7645.75 1 -227.16 3102 Max -36 5304.87 3 -11613.90 4 -230.58 2 278.62 3 27.00 2 8.32 2 163.06 4 28.71 2102 Max -35 5304.87 3 -11613.90 4 -230.58 2 278.62 3 27.00 2 8.32 2 163.06 4 28.71 2102 Max -37 5304.87 3 -11613.90 4 -230.58 2 278.62 3 27.00 2 8.32 2 163.06 4 28.71 2102 Max -38 5304.87 3 -11613.90 4 -230.58 2 278.62 3 27.00 2 8.32 2 163.06 4 28.71 2102 Min. -36 -2549.22 2 -14077.80 3 -3407.95 3 43.32 2 -236.26 1 -38.25 4 -397.62 2 -9687.65 3102 Min. -35 -2549.22 2 -14077.80 3 -3407.95 3 43.32 2 -236.26 1 -38.25 4 -397.62 2 -9687.65 3102 Min. -37 -2549.22 2 -14077.80 3 -3407.95 3 43.32 2 -236.26 1 -38.25 4 -397.62 2 -9687.65 3102 Min. -38 -2549.22 2 -14077.80 3 -3407.95 3 43.32 2 -236.26 1 -38.25 4 -397.62 2 -9687.65 3102 Max -39 4821.75 3 -2200.22 4 0.00 2 -10.73 2 45.51 4 0.00 4 3179.42 4 844.44 3102 Max -203 4821.75 3 -2200.22 4 0.00 2 -10.73 2 45.51 4 0.00 4 3179.42 4 844.44 3102 Max -4 4821.75 3 -2200.22 4 0.00 2 -10.73 2 45.51 4 0.00 4 3179.42 4 844.44 3102 Max -2 4821.75 3 -2200.22 4 0.00 2 -10.73 2 45.51 4 0.00 4 3179.42 4 844.44 3102 Min. -39 3121.79 4 -2483.19 2 -1238.34 3 -341.42 3 7.45 2 -16.86 3 -181.74 2 0.00 4102 Min. -203 3121.79 4 -2483.19 2 -1238.34 3 -341.42 3 7.45 2 -16.86 3 -181.74 2 0.00 4102 Min. -4 3121.79 4 -2483.19 2 -1238.34 3 -341.42 3 7.45 2 -16.86 3 -181.74 2 0.00 4102 Min. -2 3121.79 4 -2483.19 2 -1238.34 3 -341.42 3 7.45 2 -16.86 3 -181.74 2 0.00 4102 Max -34 1243.13 3 -23199.00 4 -8260.59 2 230.68 3 7.32 2 283.38 1 1321.45 1 55.93 2102 Max -33 1243.13 3 -23199.00 4 -8260.59 2 230.68 3 7.32 2 283.38 1 1321.45 1 55.93 2102 Max -35 1243.13 3 -23199.00 4 -8260.59 2 230.68 3 7.32 2 283.38 1 1321.45 1 55.93 2102 Max -36 1243.13 3 -23199.00 4 -8260.59 2 230.68 3 7.32 2 283.38 1 1321.45 1 55.93 2102 Min. -34 -6430.36 2 -27987.10 3 -16418.70 3 28.85 2 -330.20 1 -19.61 2 546.25 2 -8115.52 3102 Min. -33 -6430.36 2 -27987.10 3 -16418.70 3 28.85 2 -330.20 1 -19.61 2 546.25 2 -8115.52 3102 Min. -35 -6430.36 2 -27987.10 3 -16418.70 3 28.85 2 -330.20 1 -19.61 2 546.25 2 -8115.52 3102 Min. -36 -6430.36 2 -27987.10 3 -16418.70 3 28.85 2 -330.20 1 -19.61 2 546.25 2 -8115.52 3102 Max -35 -2035.99 3 -6511.95 4 0.00 2 30.21 2 17.83 2 1.93 3 1895.81 1 0.00 4102 Max -201 -2035.99 3 -6511.95 4 0.00 2 30.21 2 17.83 2 1.93 3 1895.81 1 0.00 4102 Max -202 -2035.99 3 -6511.95 4 0.00 2 30.21 2 17.83 2 1.93 3 1895.81 1 0.00 4102 Max -37 -2035.99 3 -6511.95 4 0.00 2 30.21 2 17.83 2 1.93 3 1895.81 1 0.00 4102 Min. -35 -6893.02 2 -8378.31 2 -2258.51 3 -1287.91 1 -664.47 1 0.00 4 106.41 2 -101.01 3102 Min. -201 -6893.02 2 -8378.31 2 -2258.51 3 -1287.91 1 -664.47 1 0.00 4 106.41 2 -101.01 3102 Min. -202 -6893.02 2 -8378.31 2 -2258.51 3 -1287.91 1 -664.47 1 0.00 4 106.41 2 -101.01 3102 Min. -37 -6893.02 2 -8378.31 2 -2258.51 3 -1287.91 1 -664.47 1 0.00 4 106.41 2 -101.01 3

[61]

102 Max -203 4251.93 3 -1063.64 3 -1902.35 4 46.54 1 25.25 1 267.74 4 45.83 2 323.91 1102 Max -82 4251.93 3 -1063.64 3 -1902.35 4 46.54 1 25.25 1 267.74 4 45.83 2 323.91 1102 Max 202 4251.93 3 -1063.64 3 -1902.35 4 46.54 1 25.25 1 267.74 4 45.83 2 323.91 1102 Max -4 4251.93 3 -1063.64 3 -1902.35 4 46.54 1 25.25 1 267.74 4 45.83 2 323.91 1102 Min. -203 2540.19 2 -1718.77 2 -2888.18 3 -5.04 4 8.21 2 -34.35 2 -320.37 1 -1028.99 4102 Min. -82 2540.19 2 -1718.77 2 -2888.18 3 -5.04 4 8.21 2 -34.35 2 -320.37 1 -1028.99 4102 Min. 202 2540.19 2 -1718.77 2 -2888.18 3 -5.04 4 8.21 2 -34.35 2 -320.37 1 -1028.99 4102 Min. -4 2540.19 2 -1718.77 2 -2888.18 3 -5.04 4 8.21 2 -34.35 2 -320.37 1 -1028.99 4102 Max -40 4992.38 3 -1381.38 4 2344.18 2 54.56 3 31.66 3 34.35 2 45.83 2 1028.99 4102 Max -39 4992.38 3 -1381.38 4 2344.18 2 54.56 3 31.66 3 34.35 2 45.83 2 1028.99 4102 Max -2 4992.38 3 -1381.38 4 2344.18 2 54.56 3 31.66 3 34.35 2 45.83 2 1028.99 4102 Max 201 4992.38 3 -1381.38 4 2344.18 2 54.56 3 31.66 3 34.35 2 45.83 2 1028.99 4102 Min. -40 2540.19 2 -1718.77 2 1466.15 3 -5.04 4 8.21 2 -267.74 4 -439.46 3 -1055.30 3102 Min. -39 2540.19 2 -1718.77 2 1466.15 3 -5.04 4 8.21 2 -267.74 4 -439.46 3 -1055.30 3102 Min. -2 2540.19 2 -1718.77 2 1466.15 3 -5.04 4 8.21 2 -267.74 4 -439.46 3 -1055.30 3102 Min. 201 2540.19 2 -1718.77 2 1466.15 3 -5.04 4 8.21 2 -267.74 4 -439.46 3 -1055.30 3102 Max -1 3466.91 3 33408.50 1 0.00 2 51.20 2 803.15 1 6.26 3 820.26 2 122.38 3102 Max -3 3466.91 3 33408.50 1 0.00 2 51.20 2 803.15 1 6.26 3 820.26 2 122.38 3102 Max -200 3466.91 3 33408.50 1 0.00 2 51.20 2 803.15 1 6.26 3 820.26 2 122.38 3102 Max -33 3466.91 3 33408.50 1 0.00 2 51.20 2 803.15 1 6.26 3 820.26 2 122.38 3102 Min. -1 -4284.45 2 15813.80 2 -403.40 3 -246.70 3 63.31 2 0.00 4 -12619.10 1 0.00 4102 Min. -3 -4284.45 2 15813.80 2 -403.40 3 -246.70 3 63.31 2 0.00 4 -12619.10 1 0.00 4102 Min. -200 -4284.45 2 15813.80 2 -403.40 3 -246.70 3 63.31 2 0.00 4 -12619.10 1 0.00 4102 Min. -33 -4284.45 2 15813.80 2 -403.40 3 -246.70 3 63.31 2 0.00 4 -12619.10 1 0.00 4102 Max -3 5912.54 3 -42285.60 2 27689.60 1 144.95 1 612.96 1 3.51 2 -1953.92 2 62.04 1102 Max 2 5912.54 3 -42285.60 2 27689.60 1 144.95 1 612.96 1 3.51 2 -1953.92 2 62.04 1102 Max -76 5912.54 3 -42285.60 2 27689.60 1 144.95 1 612.96 1 3.51 2 -1953.92 2 62.04 1102 Max -200 5912.54 3 -42285.60 2 27689.60 1 144.95 1 612.96 1 3.51 2 -1953.92 2 62.04 1102 Min. -3 -4550.17 2 -47997.40 1 16934.20 2 16.31 2 165.18 2 -283.79 1 -7667.90 3 -161.45 2102 Min. 2 -4550.17 2 -47997.40 1 16934.20 2 16.31 2 165.18 2 -283.79 1 -7667.90 3 -161.45 2102 Min. -76 -4550.17 2 -47997.40 1 16934.20 2 16.31 2 165.18 2 -283.79 1 -7667.90 3 -161.45 2102 Min. -200 -4550.17 2 -47997.40 1 16934.20 2 16.31 2 165.18 2 -283.79 1 -7667.90 3 -161.45 2102 Max -33 -11333.50 3 3949.64 1 0.00 2 41.54 2 71.01 2 4.46 3 -513.63 2 0.00 2102 Max -200 -11333.50 3 3949.64 1 0.00 2 41.54 2 71.01 2 4.46 3 -513.63 2 0.00 2102 Max -201 -11333.50 3 3949.64 1 0.00 2 41.54 2 71.01 2 4.46 3 -513.63 2 0.00 2102 Max -35 -11333.50 3 3949.64 1 0.00 2 41.54 2 71.01 2 4.46 3 -513.63 2 0.00 2102 Min. -33 -14504.40 2 -2502.34 2 -2711.34 3 -1036.73 3 -696.56 1 0.00 4 -3093.31 1 -63.82 3102 Min. -200 -14504.40 2 -2502.34 2 -2711.34 3 -1036.73 3 -696.56 1 0.00 4 -3093.31 1 -63.82 3102 Min. -201 -14504.40 2 -2502.34 2 -2711.34 3 -1036.73 3 -696.56 1 0.00 4 -3093.31 1 -63.82 3102 Min. -35 -14504.40 2 -2502.34 2 -2711.34 3 -1036.73 3 -696.56 1 0.00 4 -3093.31 1 -63.82 3103 Max -5 16408.70 4 32745.30 4 0.00 2 58.80 4 775.21 2 6.79 3 1712.66 4 24.91 3103 Max -7 16408.70 4 32745.30 4 0.00 2 58.80 4 775.21 2 6.79 3 1712.66 4 24.91 3103 Max -196 16408.70 4 32745.30 4 0.00 2 58.80 4 775.21 2 6.79 3 1712.66 4 24.91 3103 Max -41 16408.70 4 32745.30 4 0.00 2 58.80 4 775.21 2 6.79 3 1712.66 4 24.91 3103 Min. -5 11670.50 2 25037.70 2 -3489.71 3 -255.34 2 -59.83 4 0.00 4 -12918.40 2 0.00 2103 Min. -7 11670.50 2 25037.70 2 -3489.71 3 -255.34 2 -59.83 4 0.00 4 -12918.40 2 0.00 2103 Min. -196 11670.50 2 25037.70 2 -3489.71 3 -255.34 2 -59.83 4 0.00 4 -12918.40 2 0.00 2103 Min. -41 11670.50 2 25037.70 2 -3489.71 3 -255.34 2 -59.83 4 0.00 4 -12918.40 2 0.00 2103 Max -199 -1649.66 4 -1026.35 4 6801.45 4 112.60 2 25.80 2 212.16 2 63.61 3 1324.25 1103 Max -81 -1649.66 4 -1026.35 4 6801.45 4 112.60 2 25.80 2 212.16 2 63.61 3 1324.25 1103 Max 212 -1649.66 4 -1026.35 4 6801.45 4 112.60 2 25.80 2 212.16 2 63.61 3 1324.25 1103 Max -8 -1649.66 4 -1026.35 4 6801.45 4 112.60 2 25.80 2 212.16 2 63.61 3 1324.25 1103 Min. -199 -2997.38 2 -1320.10 3 5898.86 2 19.42 4 -5.22 3 -65.87 1 -372.68 2 -383.84 4103 Min. -81 -2997.38 2 -1320.10 3 5898.86 2 19.42 4 -5.22 3 -65.87 1 -372.68 2 -383.84 4103 Min. 212 -2997.38 2 -1320.10 3 5898.86 2 19.42 4 -5.22 3 -65.87 1 -372.68 2 -383.84 4103 Min. -8 -2997.38 2 -1320.10 3 5898.86 2 19.42 4 -5.22 3 -65.87 1 -372.68 2 -383.84 4103 Max -41 10131.70 3 18750.90 4 0.00 2 168.13 4 126.38 4 6.60 3 808.72 4 13.00 3103 Max -196 10131.70 3 18750.90 4 0.00 2 168.13 4 126.38 4 6.60 3 808.72 4 13.00 3103 Max -197 10131.70 3 18750.90 4 0.00 2 168.13 4 126.38 4 6.60 3 808.72 4 13.00 3103 Max -43 10131.70 3 18750.90 4 0.00 2 168.13 4 126.38 4 6.60 3 808.72 4 13.00 3103 Min. -41 5840.37 2 14377.00 2 -2736.39 3 -1023.68 2 -676.52 2 0.00 4 -1774.59 2 0.00 2103 Min. -196 5840.37 2 14377.00 2 -2736.39 3 -1023.68 2 -676.52 2 0.00 4 -1774.59 2 0.00 2103 Min. -197 5840.37 2 14377.00 2 -2736.39 3 -1023.68 2 -676.52 2 0.00 4 -1774.59 2 0.00 2103 Min. -43 5840.37 2 14377.00 2 -2736.39 3 -1023.68 2 -676.52 2 0.00 4 -1774.59 2 0.00 2103 Max -47 -2981.04 3 -2086.79 1 312.97 3 156.70 4 11.77 2 0.00 1 2246.40 2 1120.94 3103 Max -199 -2981.04 3 -2086.79 1 312.97 3 156.70 4 11.77 2 0.00 1 2246.40 2 1120.94 3103 Max -8 -2981.04 3 -2086.79 1 312.97 3 156.70 4 11.77 2 0.00 1 2246.40 2 1120.94 3103 Max -6 -2981.04 3 -2086.79 1 312.97 3 156.70 4 11.77 2 0.00 1 2246.40 2 1120.94 3103 Min. -47 -4284.27 1 -2220.93 2 0.00 4 -330.13 2 -34.98 3 -16.38 3 -1237.65 3 0.00 4103 Min. -199 -4284.27 1 -2220.93 2 0.00 4 -330.13 2 -34.98 3 -16.38 3 -1237.65 3 0.00 4103 Min. -8 -4284.27 1 -2220.93 2 0.00 4 -330.13 2 -34.98 3 -16.38 3 -1237.65 3 0.00 4103 Min. -6 -4284.27 1 -2220.93 2 0.00 4 -330.13 2 -34.98 3 -16.38 3 -1237.65 3 0.00 4103 Max -45 5242.62 3 2197.36 4 0.00 1 231.69 4 113.29 4 0.00 4 2045.30 2 0.00 2103 Max -198 5242.62 3 2197.36 4 0.00 1 231.69 4 113.29 4 0.00 4 2045.30 2 0.00 2103 Max -199 5242.62 3 2197.36 4 0.00 1 231.69 4 113.29 4 0.00 4 2045.30 2 0.00 2103 Max -47 5242.62 3 2197.36 4 0.00 1 231.69 4 113.29 4 0.00 4 2045.30 2 0.00 2103 Min. -45 2107.90 2 1020.87 2 -776.66 3 -909.58 2 -241.20 2 -2.46 3 -491.18 4 -271.21 3103 Min. -198 2107.90 2 1020.87 2 -776.66 3 -909.58 2 -241.20 2 -2.46 3 -491.18 4 -271.21 3103 Min. -199 2107.90 2 1020.87 2 -776.66 3 -909.58 2 -241.20 2 -2.46 3 -491.18 4 -271.21 3103 Min. -47 2107.90 2 1020.87 2 -776.66 3 -909.58 2 -241.20 2 -2.46 3 -491.18 4 -271.21 3103 Max -196 12760.20 4 13249.90 4 20259.20 1 334.97 2 71.74 4 82.76 4 623.08 2 8297.60 2103 Max -75 12760.20 4 13249.90 4 20259.20 1 334.97 2 71.74 4 82.76 4 623.08 2 8297.60 2103 Max -77 12760.20 4 13249.90 4 20259.20 1 334.97 2 71.74 4 82.76 4 623.08 2 8297.60 2103 Max -197 12760.20 4 13249.90 4 20259.20 1 334.97 2 71.74 4 82.76 4 623.08 2 8297.60 2103 Min. -196 7817.20 2 9770.96 2 16717.40 2 59.42 4 -258.29 2 -244.00 2 -176.52 4 -821.68 4103 Min. -75 7817.20 2 9770.96 2 16717.40 2 59.42 4 -258.29 2 -244.00 2 -176.52 4 -821.68 4103 Min. -77 7817.20 2 9770.96 2 16717.40 2 59.42 4 -258.29 2 -244.00 2 -176.52 4 -821.68 4103 Min. -197 7817.20 2 9770.96 2 16717.40 2 59.42 4 -258.29 2 -244.00 2 -176.52 4 -821.68 4103 Max -197 12278.50 4 5434.05 4 13760.10 4 427.84 2 73.16 4 32.22 2 521.95 2 10500.20 2103 Max -77 12278.50 4 5434.05 4 13760.10 4 427.84 2 73.16 4 32.22 2 521.95 2 10500.20 2103 Max -79 12278.50 4 5434.05 4 13760.10 4 427.84 2 73.16 4 32.22 2 521.95 2 10500.20 2103 Max -198 12278.50 4 5434.05 4 13760.10 4 427.84 2 73.16 4 32.22 2 521.95 2 10500.20 2103 Min. -197 8213.71 2 3777.13 2 11824.20 2 79.22 4 -176.66 2 0.72 3 -66.51 4 -1075.22 4103 Min. -77 8213.71 2 3777.13 2 11824.20 2 79.22 4 -176.66 2 0.72 3 -66.51 4 -1075.22 4103 Min. -79 8213.71 2 3777.13 2 11824.20 2 79.22 4 -176.66 2 0.72 3 -66.51 4 -1075.22 4103 Min. -198 8213.71 2 3777.13 2 11824.20 2 79.22 4 -176.66 2 0.72 3 -66.51 4 -1075.22 4103 Max -198 6905.14 4 736.01 4 10361.30 4 305.83 2 46.96 4 194.14 2 10.52 1 7242.59 2103 Max -79 6905.14 4 736.01 4 10361.30 4 305.83 2 46.96 4 194.14 2 10.52 1 7242.59 2103 Max -81 6905.14 4 736.01 4 10361.30 4 305.83 2 46.96 4 194.14 2 10.52 1 7242.59 2103 Max -199 6905.14 4 736.01 4 10361.30 4 305.83 2 46.96 4 194.14 2 10.52 1 7242.59 2103 Min. -198 4308.47 2 85.52 3 8742.83 2 50.30 4 -46.30 2 -53.22 3 -80.57 3 -1277.38 4103 Min. -79 4308.47 2 85.52 3 8742.83 2 50.30 4 -46.30 2 -53.22 3 -80.57 3 -1277.38 4103 Min. -81 4308.47 2 85.52 3 8742.83 2 50.30 4 -46.30 2 -53.22 3 -80.57 3 -1277.38 4103 Min. -199 4308.47 2 85.52 3 8742.83 2 50.30 4 -46.30 2 -53.22 3 -80.57 3 -1277.38 4103 Max -7 11306.30 4 20001.70 4 20141.00 1 178.03 2 447.76 2 79.90 4 503.89 4 633.56 2103 Max 12 11306.30 4 20001.70 4 20141.00 1 178.03 2 447.76 2 79.90 4 503.89 4 633.56 2103 Max -75 11306.30 4 20001.70 4 20141.00 1 178.03 2 447.76 2 79.90 4 503.89 4 633.56 2

[62]

103 Max -196 11306.30 4 20001.70 4 20141.00 1 178.03 2 447.76 2 79.90 4 503.89 4 633.56 2103 Min. -7 7216.37 2 14843.50 2 15503.40 2 12.45 4 -19.93 4 -201.41 2 -5263.22 2 216.35 4103 Min. 12 7216.37 2 14843.50 2 15503.40 2 12.45 4 -19.93 4 -201.41 2 -5263.22 2 216.35 4103 Min. -75 7216.37 2 14843.50 2 15503.40 2 12.45 4 -19.93 4 -201.41 2 -5263.22 2 216.35 4103 Min. -196 7216.37 2 14843.50 2 15503.40 2 12.45 4 -19.93 4 -201.41 2 -5263.22 2 216.35 4103 Max -44 14577.60 3 5434.05 4 -11824.20 2 427.84 2 73.16 4 -0.80 1 521.95 2 1075.22 4103 Max -43 14577.60 3 5434.05 4 -11824.20 2 427.84 2 73.16 4 -0.80 1 521.95 2 1075.22 4103 Max -45 14577.60 3 5434.05 4 -11824.20 2 427.84 2 73.16 4 -0.80 1 521.95 2 1075.22 4103 Max -46 14577.60 3 5434.05 4 -11824.20 2 427.84 2 73.16 4 -0.80 1 521.95 2 1075.22 4103 Min. -44 8213.71 2 3777.13 2 -15208.70 3 79.22 4 -176.66 2 -32.22 2 -66.51 4 -10500.20 2103 Min. -43 8213.71 2 3777.13 2 -15208.70 3 79.22 4 -176.66 2 -32.22 2 -66.51 4 -10500.20 2103 Min. -45 8213.71 2 3777.13 2 -15208.70 3 79.22 4 -176.66 2 -32.22 2 -66.51 4 -10500.20 2103 Min. -46 8213.71 2 3777.13 2 -15208.70 3 79.22 4 -176.66 2 -32.22 2 -66.51 4 -10500.20 2103 Max -43 9096.63 3 8658.95 4 0.00 2 231.37 4 151.26 4 4.58 3 1743.95 2 0.00 4103 Max -197 9096.63 3 8658.95 4 0.00 2 231.37 4 151.26 4 4.58 3 1743.95 2 0.00 4103 Max -198 9096.63 3 8658.95 4 0.00 2 231.37 4 151.26 4 4.58 3 1743.95 2 0.00 4103 Max -45 9096.63 3 8658.95 4 0.00 2 231.37 4 151.26 4 4.58 3 1743.95 2 0.00 4103 Min. -43 5006.07 2 6190.64 2 -1785.83 3 -1277.87 2 -548.70 2 0.00 4 -17.72 4 -131.67 3103 Min. -197 5006.07 2 6190.64 2 -1785.83 3 -1277.87 2 -548.70 2 0.00 4 -17.72 4 -131.67 3103 Min. -198 5006.07 2 6190.64 2 -1785.83 3 -1277.87 2 -548.70 2 0.00 4 -17.72 4 -131.67 3103 Min. -45 5006.07 2 6190.64 2 -1785.83 3 -1277.87 2 -548.70 2 0.00 4 -17.72 4 -131.67 3103 Max -48 990.39 3 -916.77 3 -5898.86 2 129.26 3 25.80 2 74.20 3 -60.31 4 383.84 4103 Max -47 990.39 3 -916.77 3 -5898.86 2 129.26 3 25.80 2 74.20 3 -60.31 4 383.84 4103 Max -6 990.39 3 -916.77 3 -5898.86 2 129.26 3 25.80 2 74.20 3 -60.31 4 383.84 4103 Max 211 990.39 3 -916.77 3 -5898.86 2 129.26 3 25.80 2 74.20 3 -60.31 4 383.84 4103 Min. -48 -2997.38 2 -1169.96 1 -6801.45 4 19.42 4 -4.26 4 -212.16 2 -372.68 2 -2468.02 3103 Min. -47 -2997.38 2 -1169.96 1 -6801.45 4 19.42 4 -4.26 4 -212.16 2 -372.68 2 -2468.02 3103 Min. -6 -2997.38 2 -1169.96 1 -6801.45 4 19.42 4 -4.26 4 -212.16 2 -372.68 2 -2468.02 3103 Min. 211 -2997.38 2 -1169.96 1 -6801.45 4 19.42 4 -4.26 4 -212.16 2 -372.68 2 -2468.02 3103 Max -42 14532.20 3 13249.90 4 -16717.40 2 334.97 2 71.74 4 244.00 2 623.08 2 821.68 4103 Max -41 14532.20 3 13249.90 4 -16717.40 2 334.97 2 71.74 4 244.00 2 623.08 2 821.68 4103 Max -43 14532.20 3 13249.90 4 -16717.40 2 334.97 2 71.74 4 244.00 2 623.08 2 821.68 4103 Max -44 14532.20 3 13249.90 4 -16717.40 2 334.97 2 71.74 4 244.00 2 623.08 2 821.68 4103 Min. -42 7817.20 2 9770.96 2 -22938.00 3 59.42 4 -258.29 2 -82.76 4 -176.52 4 -8297.60 2103 Min. -41 7817.20 2 9770.96 2 -22938.00 3 59.42 4 -258.29 2 -82.76 4 -176.52 4 -8297.60 2103 Min. -43 7817.20 2 9770.96 2 -22938.00 3 59.42 4 -258.29 2 -82.76 4 -176.52 4 -8297.60 2103 Min. -44 7817.20 2 9770.96 2 -22938.00 3 59.42 4 -258.29 2 -82.76 4 -176.52 4 -8297.60 2103 Max -46 9080.09 3 779.99 3 -8742.83 2 305.83 2 61.79 3 55.14 3 105.72 3 1277.38 4103 Max -45 9080.09 3 779.99 3 -8742.83 2 305.83 2 61.79 3 55.14 3 105.72 3 1277.38 4103 Max -47 9080.09 3 779.99 3 -8742.83 2 305.83 2 61.79 3 55.14 3 105.72 3 1277.38 4103 Max -48 9080.09 3 779.99 3 -8742.83 2 305.83 2 61.79 3 55.14 3 105.72 3 1277.38 4103 Min. -46 4308.47 2 152.31 2 -10817.50 3 50.30 4 -46.30 2 -194.14 2 -64.43 4 -7242.59 2103 Min. -45 4308.47 2 152.31 2 -10817.50 3 50.30 4 -46.30 2 -194.14 2 -64.43 4 -7242.59 2103 Min. -47 4308.47 2 152.31 2 -10817.50 3 50.30 4 -46.30 2 -194.14 2 -64.43 4 -7242.59 2103 Min. -48 4308.47 2 152.31 2 -10817.50 3 50.30 4 -46.30 2 -194.14 2 -64.43 4 -7242.59 2103 Max 11 11962.30 3 20001.70 4 -15503.40 2 178.03 2 447.76 2 201.41 2 503.89 4 -216.35 4103 Max -5 11962.30 3 20001.70 4 -15503.40 2 178.03 2 447.76 2 201.41 2 503.89 4 -216.35 4103 Max -41 11962.30 3 20001.70 4 -15503.40 2 178.03 2 447.76 2 201.41 2 503.89 4 -216.35 4103 Max -42 11962.30 3 20001.70 4 -15503.40 2 178.03 2 447.76 2 201.41 2 503.89 4 -216.35 4103 Min. 11 7216.37 2 14843.50 2 -23114.30 3 12.45 4 -19.93 4 -79.90 4 -5263.22 2 -633.56 2103 Min. -5 7216.37 2 14843.50 2 -23114.30 3 12.45 4 -19.93 4 -79.90 4 -5263.22 2 -633.56 2103 Min. -41 7216.37 2 14843.50 2 -23114.30 3 12.45 4 -19.93 4 -79.90 4 -5263.22 2 -633.56 2103 Min. -42 7216.37 2 14843.50 2 -23114.30 3 12.45 4 -19.93 4 -79.90 4 -5263.22 2 -633.56 2104 Max -49 -9060.09 3 17736.60 1 0.00 4 1042.69 2 693.94 2 0.00 2 1906.66 2 3.44 3104 Max -192 -9060.09 3 17736.60 1 0.00 4 1042.69 2 693.94 2 0.00 2 1906.66 2 3.44 3104 Max -193 -9060.09 3 17736.60 1 0.00 4 1042.69 2 693.94 2 0.00 2 1906.66 2 3.44 3104 Max -51 -9060.09 3 17736.60 1 0.00 4 1042.69 2 693.94 2 0.00 2 1906.66 2 3.44 3104 Min. -49 -12797.60 2 10204.80 2 -5513.49 3 -1.96 3 0.54 3 -0.01 3 -32.05 3 0.00 4104 Min. -192 -12797.60 2 10204.80 2 -5513.49 3 -1.96 3 0.54 3 -0.01 3 -32.05 3 0.00 4104 Min. -193 -12797.60 2 10204.80 2 -5513.49 3 -1.96 3 0.54 3 -0.01 3 -32.05 3 0.00 4104 Min. -51 -12797.60 2 10204.80 2 -5513.49 3 -1.96 3 0.54 3 -0.01 3 -32.05 3 0.00 4104 Max -11 5481.71 3 -37269.30 2 46319.30 4 0.97 1 3.05 3 212.47 2 5375.23 2 -6.19 1104 Max 22 5481.71 3 -37269.30 2 46319.30 4 0.97 1 3.05 3 212.47 2 5375.23 2 -6.19 1104 Max -92 5481.71 3 -37269.30 2 46319.30 4 0.97 1 3.05 3 212.47 2 5375.23 2 -6.19 1104 Max -192 5481.71 3 -37269.30 2 46319.30 4 0.97 1 3.05 3 212.47 2 5375.23 2 -6.19 1104 Min. -11 -1393.64 2 -43377.80 4 32474.60 2 -174.45 2 -430.97 2 -1.57 3 -2.39 3 -653.08 2104 Min. 22 -1393.64 2 -43377.80 4 32474.60 2 -174.45 2 -430.97 2 -1.57 3 -2.39 3 -653.08 2104 Min. -92 -1393.64 2 -43377.80 4 32474.60 2 -174.45 2 -430.97 2 -1.57 3 -2.39 3 -653.08 2104 Min. -192 -1393.64 2 -43377.80 4 32474.60 2 -174.45 2 -430.97 2 -1.57 3 -2.39 3 -653.08 2104 Max -9 5737.41 3 65771.80 4 0.00 4 272.70 2 5.81 3 0.38 3 12852.10 2 7.91 3104 Max -11 5737.41 3 65771.80 4 0.00 4 272.70 2 5.81 3 0.38 3 12852.10 2 7.91 3104 Max -192 5737.41 3 65771.80 4 0.00 4 272.70 2 5.81 3 0.38 3 12852.10 2 7.91 3104 Max -49 5737.41 3 65771.80 4 0.00 4 272.70 2 5.81 3 0.38 3 12852.10 2 7.91 3104 Min. -9 112.02 2 43881.30 2 -4059.19 3 0.10 1 -750.60 2 0.00 4 -43.51 3 0.00 4104 Min. -11 112.02 2 43881.30 2 -4059.19 3 0.10 1 -750.60 2 0.00 4 -43.51 3 0.00 4104 Min. -192 112.02 2 43881.30 2 -4059.19 3 0.10 1 -750.60 2 0.00 4 -43.51 3 0.00 4104 Min. -49 112.02 2 43881.30 2 -4059.19 3 0.10 1 -750.60 2 0.00 4 -43.51 3 0.00 4104 Max -50 9592.51 3 -17749.10 2 -21663.30 2 -1.28 1 278.95 2 3.71 3 -14.79 1 8338.15 2104 Max -49 9592.51 3 -17749.10 2 -21663.30 2 -1.28 1 278.95 2 3.71 3 -14.79 1 8338.15 2104 Max -51 9592.51 3 -17749.10 2 -21663.30 2 -1.28 1 278.95 2 3.71 3 -14.79 1 8338.15 2104 Max -52 9592.51 3 -17749.10 2 -21663.30 2 -1.28 1 278.95 2 3.71 3 -14.79 1 8338.15 2104 Min. -50 -576.07 2 -22341.60 3 -35793.60 3 -317.47 2 0.78 1 -254.72 2 -757.63 2 -8.91 3104 Min. -49 -576.07 2 -22341.60 3 -35793.60 3 -317.47 2 0.78 1 -254.72 2 -757.63 2 -8.91 3104 Min. -51 -576.07 2 -22341.60 3 -35793.60 3 -317.47 2 0.78 1 -254.72 2 -757.63 2 -8.91 3104 Min. -52 -576.07 2 -22341.60 3 -35793.60 3 -317.47 2 0.78 1 -254.72 2 -757.63 2 -8.91 3104 Max -51 5500.53 3 -3148.32 1 0.00 4 1293.09 2 572.74 2 0.11 3 -33.36 1 0.00 4104 Max -193 5500.53 3 -3148.32 1 0.00 4 1293.09 2 572.74 2 0.11 3 -33.36 1 0.00 4104 Max -194 5500.53 3 -3148.32 1 0.00 4 1293.09 2 572.74 2 0.11 3 -33.36 1 0.00 4104 Max -53 5500.53 3 -3148.32 1 0.00 4 1293.09 2 572.74 2 0.11 3 -33.36 1 0.00 4104 Min. -51 -2518.78 2 -4068.63 2 -4198.14 3 -2.48 3 -3.43 3 0.00 4 -1717.35 2 -5.57 3104 Min. -193 -2518.78 2 -4068.63 2 -4198.14 3 -2.48 3 -3.43 3 0.00 4 -1717.35 2 -5.57 3104 Min. -194 -2518.78 2 -4068.63 2 -4198.14 3 -2.48 3 -3.43 3 0.00 4 -1717.35 2 -5.57 3104 Min. -53 -2518.78 2 -4068.63 2 -4198.14 3 -2.48 3 -3.43 3 0.00 4 -1717.35 2 -5.57 3104 Max 21 2578.58 4 -37269.30 2 -32474.60 2 1.22 3 2.86 3 1.92 3 5375.23 2 653.08 2104 Max -9 2578.58 4 -37269.30 2 -32474.60 2 1.22 3 2.86 3 1.92 3 5375.23 2 653.08 2104 Max -49 2578.58 4 -37269.30 2 -32474.60 2 1.22 3 2.86 3 1.92 3 5375.23 2 653.08 2104 Max -50 2578.58 4 -37269.30 2 -32474.60 2 1.22 3 2.86 3 1.92 3 5375.23 2 653.08 2104 Min. 21 -1393.64 2 -49098.50 3 -51875.70 3 -174.45 2 -430.97 2 -212.47 2 12.54 1 1.98 3104 Min. -9 -1393.64 2 -49098.50 3 -51875.70 3 -174.45 2 -430.97 2 -212.47 2 12.54 1 1.98 3104 Min. -49 -1393.64 2 -49098.50 3 -51875.70 3 -174.45 2 -430.97 2 -212.47 2 12.54 1 1.98 3104 Min. -50 -1393.64 2 -49098.50 3 -51875.70 3 -174.45 2 -430.97 2 -212.47 2 12.54 1 1.98 3104 Max -194 13224.00 3 -6355.34 3 1209.93 2 -8.24 1 61.67 2 1.32 4 0.30 2 -20.70 3104 Max -94 13224.00 3 -6355.34 3 1209.93 2 -8.24 1 61.67 2 1.32 4 0.30 2 -20.70 3104 Max -95 13224.00 3 -6355.34 3 1209.93 2 -8.24 1 61.67 2 1.32 4 0.30 2 -20.70 3104 Max -195 13224.00 3 -6355.34 3 1209.93 2 -8.24 1 61.67 2 1.32 4 0.30 2 -20.70 3104 Min. -194 5790.69 2 -6721.62 1 -750.49 3 -265.47 2 -5.30 3 -205.02 2 -119.70 4 -7130.84 2104 Min. -94 5790.69 2 -6721.62 1 -750.49 3 -265.47 2 -5.30 3 -205.02 2 -119.70 4 -7130.84 2

[63]

104 Min. -95 5790.69 2 -6721.62 1 -750.49 3 -265.47 2 -5.30 3 -205.02 2 -119.70 4 -7130.84 2104 Min. -195 5790.69 2 -6721.62 1 -750.49 3 -265.47 2 -5.30 3 -205.02 2 -119.70 4 -7130.84 2104 Max -195 8255.64 3 -3004.89 3 -498.82 2 -8.43 3 -3.24 1 1.74 3 356.81 2 -48.26 1104 Max -95 8255.64 3 -3004.89 3 -498.82 2 -8.43 3 -3.24 1 1.74 3 356.81 2 -48.26 1104 Max 222 8255.64 3 -3004.89 3 -498.82 2 -8.43 3 -3.24 1 1.74 3 356.81 2 -48.26 1104 Max -12 8255.64 3 -3004.89 3 -498.82 2 -8.43 3 -3.24 1 1.74 3 356.81 2 -48.26 1104 Min. -195 3863.33 2 -3049.53 1 -1881.76 3 -70.52 2 -20.76 2 -232.63 2 23.31 1 -1559.09 4104 Min. -95 3863.33 2 -3049.53 1 -1881.76 3 -70.52 2 -20.76 2 -232.63 2 23.31 1 -1559.09 4104 Min. 222 3863.33 2 -3049.53 1 -1881.76 3 -70.52 2 -20.76 2 -232.63 2 23.31 1 -1559.09 4104 Min. -12 3863.33 2 -3049.53 1 -1881.76 3 -70.52 2 -20.76 2 -232.63 2 23.31 1 -1559.09 4104 Max -192 7360.74 3 -16066.90 3 31287.70 1 -1.28 1 278.95 2 254.72 2 -8.49 3 3.86 1104 Max -92 7360.74 3 -16066.90 3 31287.70 1 -1.28 1 278.95 2 254.72 2 -8.49 3 3.86 1104 Max -93 7360.74 3 -16066.90 3 31287.70 1 -1.28 1 278.95 2 254.72 2 -8.49 3 3.86 1104 Max -193 7360.74 3 -16066.90 3 31287.70 1 -1.28 1 278.95 2 254.72 2 -8.49 3 3.86 1104 Min. -192 -576.07 2 -19182.30 4 21663.30 2 -317.47 2 0.22 3 -3.09 3 -757.63 2 -8338.15 2104 Min. -92 -576.07 2 -19182.30 4 21663.30 2 -317.47 2 0.22 3 -3.09 3 -757.63 2 -8338.15 2104 Min. -93 -576.07 2 -19182.30 4 21663.30 2 -317.47 2 0.22 3 -3.09 3 -757.63 2 -8338.15 2104 Min. -193 -576.07 2 -19182.30 4 21663.30 2 -317.47 2 0.22 3 -3.09 3 -757.63 2 -8338.15 2104 Max -53 11869.50 3 -6430.37 2 0.00 4 910.32 2 265.62 2 0.00 4 -0.34 1 0.00 4104 Max -194 11869.50 3 -6430.37 2 0.00 4 910.32 2 265.62 2 0.00 4 -0.34 1 0.00 4104 Max -195 11869.50 3 -6430.37 2 0.00 4 910.32 2 265.62 2 0.00 4 -0.34 1 0.00 4104 Max -55 11869.50 3 -6430.37 2 0.00 4 910.32 2 265.62 2 0.00 4 -0.34 1 0.00 4104 Min. -53 3320.30 2 -7085.91 3 -2384.67 3 -1.51 3 -5.80 3 -0.36 3 -2099.32 2 -17.81 3104 Min. -194 3320.30 2 -7085.91 3 -2384.67 3 -1.51 3 -5.80 3 -0.36 3 -2099.32 2 -17.81 3104 Min. -195 3320.30 2 -7085.91 3 -2384.67 3 -1.51 3 -5.80 3 -0.36 3 -2099.32 2 -17.81 3104 Min. -55 3320.30 2 -7085.91 3 -2384.67 3 -1.51 3 -5.80 3 -0.36 3 -2099.32 2 -17.81 3104 Max -55 7612.02 3 -4803.94 2 0.00 4 300.21 2 22.52 4 0.00 4 29.50 3 127.69 3104 Max -195 7612.02 3 -4803.94 2 0.00 4 300.21 2 22.52 4 0.00 4 29.50 3 127.69 3104 Max -12 7612.02 3 -4803.94 2 0.00 4 300.21 2 22.52 4 0.00 4 29.50 3 127.69 3104 Max -10 7612.02 3 -4803.94 2 0.00 4 300.21 2 22.52 4 0.00 4 29.50 3 127.69 3104 Min. -55 2642.38 2 -5143.89 3 -807.66 3 -0.31 1 -9.68 2 -1.69 3 -2555.46 2 0.00 4104 Min. -195 2642.38 2 -5143.89 3 -807.66 3 -0.31 1 -9.68 2 -1.69 3 -2555.46 2 0.00 4104 Min. -12 2642.38 2 -5143.89 3 -807.66 3 -0.31 1 -9.68 2 -1.69 3 -2555.46 2 0.00 4104 Min. -10 2642.38 2 -5143.89 3 -807.66 3 -0.31 1 -9.68 2 -1.69 3 -2555.46 2 0.00 4104 Max -54 17328.20 3 -6438.81 2 -1190.53 4 -8.24 1 61.67 2 205.02 2 0.30 2 7130.84 2104 Max -53 17328.20 3 -6438.81 2 -1190.53 4 -8.24 1 61.67 2 205.02 2 0.30 2 7130.84 2104 Max -55 17328.20 3 -6438.81 2 -1190.53 4 -8.24 1 61.67 2 205.02 2 0.30 2 7130.84 2104 Max -56 17328.20 3 -6438.81 2 -1190.53 4 -8.24 1 61.67 2 205.02 2 0.30 2 7130.84 2104 Min. -54 5790.69 2 -7069.70 3 -2916.46 3 -265.47 2 -4.07 1 -1.32 4 -119.70 4 30.02 1104 Min. -53 5790.69 2 -7069.70 3 -2916.46 3 -265.47 2 -4.07 1 -1.32 4 -119.70 4 30.02 1104 Min. -55 5790.69 2 -7069.70 3 -2916.46 3 -265.47 2 -4.07 1 -1.32 4 -119.70 4 30.02 1104 Min. -56 5790.69 2 -7069.70 3 -2916.46 3 -265.47 2 -4.07 1 -1.32 4 -119.70 4 30.02 1104 Max -193 15467.50 1 -9757.13 3 9544.43 1 -5.34 1 189.56 2 18.02 4 14.35 4 -7.44 3104 Max -93 15467.50 1 -9757.13 3 9544.43 1 -5.34 1 189.56 2 18.02 4 14.35 4 -7.44 3104 Max -94 15467.50 1 -9757.13 3 9544.43 1 -5.34 1 189.56 2 18.02 4 14.35 4 -7.44 3104 Max -194 15467.50 1 -9757.13 3 9544.43 1 -5.34 1 189.56 2 18.02 4 14.35 4 -7.44 3104 Min. -193 5639.31 2 -11093.40 4 6490.08 3 -395.83 2 -1.96 3 -27.76 2 -496.69 2 -10443.50 2104 Min. -93 5639.31 2 -11093.40 4 6490.08 3 -395.83 2 -1.96 3 -27.76 2 -496.69 2 -10443.50 2104 Min. -94 5639.31 2 -11093.40 4 6490.08 3 -395.83 2 -1.96 3 -27.76 2 -496.69 2 -10443.50 2104 Min. -194 5639.31 2 -11093.40 4 6490.08 3 -395.83 2 -1.96 3 -27.76 2 -496.69 2 -10443.50 2104 Max -52 19739.20 3 -10574.80 2 -6947.25 2 -5.34 1 189.56 2 27.76 2 14.35 4 10443.50 2104 Max -51 19739.20 3 -10574.80 2 -6947.25 2 -5.34 1 189.56 2 27.76 2 14.35 4 10443.50 2104 Max -53 19739.20 3 -10574.80 2 -6947.25 2 -5.34 1 189.56 2 27.76 2 14.35 4 10443.50 2104 Max -54 19739.20 3 -10574.80 2 -6947.25 2 -5.34 1 189.56 2 27.76 2 14.35 4 10443.50 2104 Min. -52 5639.31 2 -12447.60 3 -12372.70 3 -395.83 2 -2.59 3 -18.02 4 -496.69 2 11.46 1104 Min. -51 5639.31 2 -12447.60 3 -12372.70 3 -395.83 2 -2.59 3 -18.02 4 -496.69 2 11.46 1104 Min. -53 5639.31 2 -12447.60 3 -12372.70 3 -395.83 2 -2.59 3 -18.02 4 -496.69 2 11.46 1104 Min. -54 5639.31 2 -12447.60 3 -12372.70 3 -395.83 2 -2.59 3 -18.02 4 -496.69 2 11.46 1104 Max -56 12238.90 3 -2978.31 3 1104.07 1 -8.95 1 -3.24 1 232.63 2 356.81 2 1559.09 4104 Max -55 12238.90 3 -2978.31 3 1104.07 1 -8.95 1 -3.24 1 232.63 2 356.81 2 1559.09 4104 Max -10 12238.90 3 -2978.31 3 1104.07 1 -8.95 1 -3.24 1 232.63 2 356.81 2 1559.09 4104 Max 221 12238.90 3 -2978.31 3 1104.07 1 -8.95 1 -3.24 1 232.63 2 356.81 2 1559.09 4104 Min. -56 3863.33 2 -3049.53 1 498.82 2 -70.52 2 -20.76 2 -0.50 1 12.64 3 -29.94 3104 Min. -55 3863.33 2 -3049.53 1 498.82 2 -70.52 2 -20.76 2 -0.50 1 12.64 3 -29.94 3104 Min. -10 3863.33 2 -3049.53 1 498.82 2 -70.52 2 -20.76 2 -0.50 1 12.64 3 -29.94 3104 Min. 221 3863.33 2 -3049.53 1 498.82 2 -70.52 2 -20.76 2 -0.50 1 12.64 3 -29.94 3105 Max -59 12045.80 3 10251.80 1 0.00 4 180.68 4 -21.37 4 0.00 2 1771.94 2 100.03 3105 Max -189 12045.80 3 10251.80 1 0.00 4 180.68 4 -21.37 4 0.00 2 1771.94 2 100.03 3105 Max -190 12045.80 3 10251.80 1 0.00 4 180.68 4 -21.37 4 0.00 2 1771.94 2 100.03 3105 Max -61 12045.80 3 10251.80 1 0.00 4 180.68 4 -21.37 4 0.00 2 1771.94 2 100.03 3105 Min. -59 2703.88 2 6025.73 2 -1992.72 3 -1299.89 2 -639.43 2 -3.79 3 -34.35 4 0.00 4105 Min. -189 2703.88 2 6025.73 2 -1992.72 3 -1299.89 2 -639.43 2 -3.79 3 -34.35 4 0.00 4105 Min. -190 2703.88 2 6025.73 2 -1992.72 3 -1299.89 2 -639.43 2 -3.79 3 -34.35 4 0.00 4105 Min. -61 2703.88 2 6025.73 2 -1992.72 3 -1299.89 2 -639.43 2 -3.79 3 -34.35 4 0.00 4105 Max -15 12654.10 3 23360.60 3 22696.50 4 151.92 2 424.98 2 -14.74 4 111.84 4 404.92 2105 Max 32 12654.10 3 23360.60 3 22696.50 4 151.92 2 424.98 2 -14.74 4 111.84 4 404.92 2105 Max -110 12654.10 3 23360.60 3 22696.50 4 151.92 2 424.98 2 -14.74 4 111.84 4 404.92 2105 Max -188 12654.10 3 23360.60 3 22696.50 4 151.92 2 424.98 2 -14.74 4 111.84 4 404.92 2105 Min. -15 5987.80 2 13343.20 2 13820.50 2 -46.87 4 -52.76 4 -246.52 2 -5688.55 2 -342.48 4105 Min. 32 5987.80 2 13343.20 2 13820.50 2 -46.87 4 -52.76 4 -246.52 2 -5688.55 2 -342.48 4105 Min. -110 5987.80 2 13343.20 2 13820.50 2 -46.87 4 -52.76 4 -246.52 2 -5688.55 2 -342.48 4105 Min. -188 5987.80 2 13343.20 2 13820.50 2 -46.87 4 -52.76 4 -246.52 2 -5688.55 2 -342.48 4105 Max -13 17762.50 3 37943.10 1 0.00 4 21.25 4 735.68 2 0.00 4 956.07 4 16.63 3105 Max -15 17762.50 3 37943.10 1 0.00 4 21.25 4 735.68 2 0.00 4 956.07 4 16.63 3105 Max -188 17762.50 3 37943.10 1 0.00 4 21.25 4 735.68 2 0.00 4 956.07 4 16.63 3105 Max -57 17762.50 3 37943.10 1 0.00 4 21.25 4 735.68 2 0.00 4 956.07 4 16.63 3105 Min. -13 8970.63 2 21428.50 2 -3879.44 3 -278.94 2 -95.42 4 -5.17 3 -13036.60 2 0.00 4105 Min. -15 8970.63 2 21428.50 2 -3879.44 3 -278.94 2 -95.42 4 -5.17 3 -13036.60 2 0.00 4105 Min. -188 8970.63 2 21428.50 2 -3879.44 3 -278.94 2 -95.42 4 -5.17 3 -13036.60 2 0.00 4105 Min. -57 8970.63 2 21428.50 2 -3879.44 3 -278.94 2 -95.42 4 -5.17 3 -13036.60 2 0.00 4105 Max -64 486.44 3 -352.64 3 -5976.54 2 2.05 2 37.87 2 -56.03 1 178.28 3 2898.45 4105 Max -63 486.44 3 -352.64 3 -5976.54 2 2.05 2 37.87 2 -56.03 1 178.28 3 2898.45 4105 Max -14 486.44 3 -352.64 3 -5976.54 2 2.05 2 37.87 2 -56.03 1 178.28 3 2898.45 4105 Max 231 486.44 3 -352.64 3 -5976.54 2 2.05 2 37.87 2 -56.03 1 178.28 3 2898.45 4105 Min. -64 -4004.10 2 -1069.33 2 -7911.78 1 -172.51 4 -13.32 3 -267.80 2 -261.29 2 634.99 2105 Min. -63 -4004.10 2 -1069.33 2 -7911.78 1 -172.51 4 -13.32 3 -267.80 2 -261.29 2 634.99 2105 Min. -14 -4004.10 2 -1069.33 2 -7911.78 1 -172.51 4 -13.32 3 -267.80 2 -261.29 2 634.99 2105 Min. 231 -4004.10 2 -1069.33 2 -7911.78 1 -172.51 4 -13.32 3 -267.80 2 -261.29 2 634.99 2105 Max -191 -3100.00 3 -666.92 1 7911.78 1 2.05 2 37.87 2 267.80 2 64.90 4 -420.95 3105 Max -113 -3100.00 3 -666.92 1 7911.78 1 2.05 2 37.87 2 267.80 2 64.90 4 -420.95 3105 Max 232 -3100.00 3 -666.92 1 7911.78 1 2.05 2 37.87 2 267.80 2 64.90 4 -420.95 3105 Max -16 -3100.00 3 -666.92 1 7911.78 1 2.05 2 37.87 2 267.80 2 64.90 4 -420.95 3105 Min. -191 -4004.10 2 -1069.33 2 5976.54 2 -172.51 4 -12.55 4 53.15 3 -261.29 2 -2898.45 4105 Min. -113 -4004.10 2 -1069.33 2 5976.54 2 -172.51 4 -12.55 4 53.15 3 -261.29 2 -2898.45 4105 Min. 232 -4004.10 2 -1069.33 2 5976.54 2 -172.51 4 -12.55 4 53.15 3 -261.29 2 -2898.45 4105 Min. -16 -4004.10 2 -1069.33 2 5976.54 2 -172.51 4 -12.55 4 53.15 3 -261.29 2 -2898.45 4105 Max 31 13560.50 3 23336.40 1 -13820.50 2 151.92 2 424.98 2 246.52 2 111.84 4 342.48 4

[64]

105 Max -13 13560.50 3 23336.40 1 -13820.50 2 151.92 2 424.98 2 246.52 2 111.84 4 342.48 4105 Max -57 13560.50 3 23336.40 1 -13820.50 2 151.92 2 424.98 2 246.52 2 111.84 4 342.48 4105 Max -58 13560.50 3 23336.40 1 -13820.50 2 151.92 2 424.98 2 246.52 2 111.84 4 342.48 4105 Min. 31 5987.80 2 13343.20 2 -25961.60 3 -46.87 4 -52.76 4 14.74 4 -5688.55 2 -404.92 2105 Min. -13 5987.80 2 13343.20 2 -25961.60 3 -46.87 4 -52.76 4 14.74 4 -5688.55 2 -404.92 2105 Min. -57 5987.80 2 13343.20 2 -25961.60 3 -46.87 4 -52.76 4 14.74 4 -5688.55 2 -404.92 2105 Min. -58 5987.80 2 13343.20 2 -25961.60 3 -46.87 4 -52.76 4 14.74 4 -5688.55 2 -404.92 2105 Max -63 -3365.33 3 -1633.15 4 321.53 3 309.93 4 73.44 2 13.40 3 3606.89 2 0.00 1105 Max -191 -3365.33 3 -1633.15 4 321.53 3 309.93 4 73.44 2 13.40 3 3606.89 2 0.00 1105 Max -16 -3365.33 3 -1633.15 4 321.53 3 309.93 4 73.44 2 13.40 3 3606.89 2 0.00 1105 Max -14 -3365.33 3 -1633.15 4 321.53 3 309.93 4 73.44 2 13.40 3 3606.89 2 0.00 1105 Min. -63 -5029.35 4 -1872.30 2 0.00 1 -222.62 2 10.41 1 0.00 1 884.98 4 -911.64 3105 Min. -191 -5029.35 4 -1872.30 2 0.00 1 -222.62 2 10.41 1 0.00 1 884.98 4 -911.64 3105 Min. -16 -5029.35 4 -1872.30 2 0.00 1 -222.62 2 10.41 1 0.00 1 884.98 4 -911.64 3105 Min. -14 -5029.35 4 -1872.30 2 0.00 1 -222.62 2 10.41 1 0.00 1 884.98 4 -911.64 3105 Max -190 7893.58 3 2064.49 1 11396.60 1 178.82 2 -38.50 3 242.40 2 112.72 2 6682.76 2105 Max -112 7893.58 3 2064.49 1 11396.60 1 178.82 2 -38.50 3 242.40 2 112.72 2 6682.76 2105 Max -113 7893.58 3 2064.49 1 11396.60 1 178.82 2 -38.50 3 242.40 2 112.72 2 6682.76 2105 Max -191 7893.58 3 2064.49 1 11396.60 1 178.82 2 -38.50 3 242.40 2 112.72 2 6682.76 2105 Min. -190 1732.59 2 180.25 2 8680.88 2 -184.85 4 -93.51 2 39.09 1 -53.11 4 -1992.52 4105 Min. -112 1732.59 2 180.25 2 8680.88 2 -184.85 4 -93.51 2 39.09 1 -53.11 4 -1992.52 4105 Min. -113 1732.59 2 180.25 2 8680.88 2 -184.85 4 -93.51 2 39.09 1 -53.11 4 -1992.52 4105 Min. -191 1732.59 2 180.25 2 8680.88 2 -184.85 4 -93.51 2 39.09 1 -53.11 4 -1992.52 4105 Max -61 6839.61 3 3280.25 1 0.00 4 230.66 4 -31.46 4 1.80 3 2421.08 2 210.24 3105 Max -190 6839.61 3 3280.25 1 0.00 4 230.66 4 -31.46 4 1.80 3 2421.08 2 210.24 3105 Max -191 6839.61 3 3280.25 1 0.00 4 230.66 4 -31.46 4 1.80 3 2421.08 2 210.24 3105 Max -63 6839.61 3 3280.25 1 0.00 4 230.66 4 -31.46 4 1.80 3 2421.08 2 210.24 3105 Min. -61 -80.79 2 1413.53 2 -867.61 3 -888.60 2 -313.96 2 0.00 4 258.68 4 0.00 2105 Min. -190 -80.79 2 1413.53 2 -867.61 3 -888.60 2 -313.96 2 0.00 4 258.68 4 0.00 2105 Min. -191 -80.79 2 1413.53 2 -867.61 3 -888.60 2 -313.96 2 0.00 4 258.68 4 0.00 2105 Min. -63 -80.79 2 1413.53 2 -867.61 3 -888.60 2 -313.96 2 0.00 4 258.68 4 0.00 2105 Max -60 17920.30 3 8709.21 3 -10750.90 2 303.37 2 -32.52 4 7.21 3 361.81 2 1931.71 4105 Max -59 17920.30 3 8709.21 3 -10750.90 2 303.37 2 -32.52 4 7.21 3 361.81 2 1931.71 4105 Max -61 17920.30 3 8709.21 3 -10750.90 2 303.37 2 -32.52 4 7.21 3 361.81 2 1931.71 4105 Max -62 17920.30 3 8709.21 3 -10750.90 2 303.37 2 -32.52 4 7.21 3 361.81 2 1931.71 4105 Min. -60 4806.14 2 3808.29 2 -16773.90 3 -179.47 4 -230.60 2 -29.32 2 -185.40 4 -10095.00 2105 Min. -59 4806.14 2 3808.29 2 -16773.90 3 -179.47 4 -230.60 2 -29.32 2 -185.40 4 -10095.00 2105 Min. -61 4806.14 2 3808.29 2 -16773.90 3 -179.47 4 -230.60 2 -29.32 2 -185.40 4 -10095.00 2105 Min. -62 4806.14 2 3808.29 2 -16773.90 3 -179.47 4 -230.60 2 -29.32 2 -185.40 4 -10095.00 2105 Max -57 12824.70 3 21442.50 1 0.00 4 103.08 4 7.67 4 0.00 1 -188.98 4 0.00 2105 Max -188 12824.70 3 21442.50 1 0.00 4 103.08 4 7.67 4 0.00 1 -188.98 4 0.00 2105 Max -189 12824.70 3 21442.50 1 0.00 4 103.08 4 7.67 4 0.00 1 -188.98 4 0.00 2105 Max -59 12824.70 3 21442.50 1 0.00 4 103.08 4 7.67 4 0.00 1 -188.98 4 0.00 2105 Min. -57 4049.44 2 12423.40 2 -3078.24 3 -1061.73 2 -737.94 2 -4.85 3 -2322.48 2 -27.37 3105 Min. -188 4049.44 2 12423.40 2 -3078.24 3 -1061.73 2 -737.94 2 -4.85 3 -2322.48 2 -27.37 3105 Min. -189 4049.44 2 12423.40 2 -3078.24 3 -1061.73 2 -737.94 2 -4.85 3 -2322.48 2 -27.37 3105 Min. -59 4049.44 2 12423.40 2 -3078.24 3 -1061.73 2 -737.94 2 -4.85 3 -2322.48 2 -27.37 3105 Max -58 17869.20 3 17505.80 3 -14087.20 2 256.78 2 -27.24 4 281.18 2 953.41 2 1089.06 4105 Max -57 17869.20 3 17505.80 3 -14087.20 2 256.78 2 -27.24 4 281.18 2 953.41 2 1089.06 4105 Max -59 17869.20 3 17505.80 3 -14087.20 2 256.78 2 -27.24 4 281.18 2 953.41 2 1089.06 4105 Max -60 17869.20 3 17505.80 3 -14087.20 2 256.78 2 -27.24 4 281.18 2 953.41 2 1089.06 4105 Min. -58 5702.84 2 9540.05 2 -25148.60 3 -116.63 4 -318.20 2 -1.88 4 134.80 4 -8251.78 2105 Min. -57 5702.84 2 9540.05 2 -25148.60 3 -116.63 4 -318.20 2 -1.88 4 134.80 4 -8251.78 2105 Min. -59 5702.84 2 9540.05 2 -25148.60 3 -116.63 4 -318.20 2 -1.88 4 134.80 4 -8251.78 2105 Min. -60 5702.84 2 9540.05 2 -25148.60 3 -116.63 4 -318.20 2 -1.88 4 134.80 4 -8251.78 2105 Max -188 15465.60 3 17001.90 1 22171.70 4 256.78 2 -27.24 4 1.88 4 953.41 2 8251.78 2105 Max -110 15465.60 3 17001.90 1 22171.70 4 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2 -179.47 4 -230.60 2 -5.41 1 -185.40 4 -1931.71 4105 Min. -111 4806.14 2 3808.29 2 10750.90 2 -179.47 4 -230.60 2 -5.41 1 -185.40 4 -1931.71 4105 Min. -112 4806.14 2 3808.29 2 10750.90 2 -179.47 4 -230.60 2 -5.41 1 -185.40 4 -1931.71 4105 Min. -190 4806.14 2 3808.29 2 10750.90 2 -179.47 4 -230.60 2 -5.41 1 -185.40 4 -1931.71 4105 Max -62 10820.20 3 2574.12 3 -8680.88 2 178.82 2 -45.23 4 -39.09 1 112.72 2 1992.52 4105 Max -61 10820.20 3 2574.12 3 -8680.88 2 178.82 2 -45.23 4 -39.09 1 112.72 2 1992.52 4105 Max -63 10820.20 3 2574.12 3 -8680.88 2 178.82 2 -45.23 4 -39.09 1 112.72 2 1992.52 4105 Max -64 10820.20 3 2574.12 3 -8680.88 2 178.82 2 -45.23 4 -39.09 1 112.72 2 1992.52 4105 Min. -62 1732.59 2 180.25 2 -12188.70 3 -184.85 4 -93.51 2 -242.40 2 -53.11 4 -6682.76 2105 Min. -61 1732.59 2 180.25 2 -12188.70 3 -184.85 4 -93.51 2 -242.40 2 -53.11 4 -6682.76 2105 Min. -63 1732.59 2 180.25 2 -12188.70 3 -184.85 4 -93.51 2 -242.40 2 -53.11 4 -6682.76 2105 Min. -64 1732.59 2 180.25 2 -12188.70 3 -184.85 4 -93.51 2 -242.40 2 -53.11 4 -6682.76 2106 Max -71 5840.24 4 -2835.02 2 0.00 4 546.63 4 62.35 2 20.08 3 -2864.33 3 0.00 1106 Max -187 5840.24 4 -2835.02 2 0.00 4 546.63 4 62.35 2 20.08 3 -2864.33 3 0.00 1106 Max -20 5840.24 4 -2835.02 2 0.00 4 546.63 4 62.35 2 20.08 3 -2864.33 3 0.00 1106 Max -18 5840.24 4 -2835.02 2 0.00 4 546.63 4 62.35 2 20.08 3 -2864.33 3 0.00 1106 Min. -71 2759.64 2 -3119.97 4 -1206.74 3 344.99 2 19.20 1 0.00 1 -2938.08 2 -963.98 3106 Min. -187 2759.64 2 -3119.97 4 -1206.74 3 344.99 2 19.20 1 0.00 1 -2938.08 2 -963.98 3106 Min. -20 2759.64 2 -3119.97 4 -1206.74 3 344.99 2 19.20 1 0.00 1 -2938.08 2 -963.98 3106 Min. -18 2759.64 2 -3119.97 4 -1206.74 3 344.99 2 19.20 1 0.00 1 -2938.08 2 -963.98 3106 Max -70 6353.26 3 -5418.56 2 2532.55 4 -138.01 2 133.28 2 237.76 2 -74.30 2 8169.25 4106 Max -69 6353.26 3 -5418.56 2 2532.55 4 -138.01 2 133.28 2 237.76 2 -74.30 2 8169.25 4106 Max -71 6353.26 3 -5418.56 2 2532.55 4 -138.01 2 133.28 2 237.76 2 -74.30 2 8169.25 4106 Max -72 6353.26 3 -5418.56 2 2532.55 4 -138.01 2 133.28 2 237.76 2 -74.30 2 8169.25 4106 Min. -70 4205.45 2 -7113.24 3 589.80 2 -214.62 4 107.78 3 218.67 4 -349.86 4 6943.34 1106 Min. -69 4205.45 2 -7113.24 3 589.80 2 -214.62 4 107.78 3 218.67 4 -349.86 4 6943.34 1106 Min. -71 4205.45 2 -7113.24 3 589.80 2 -214.62 4 107.78 3 218.67 4 -349.86 4 6943.34 1106 Min. -72 4205.45 2 -7113.24 3 589.80 2 -214.62 4 107.78 3 218.67 4 -349.86 4 6943.34 1106 Max -68 6270.21 3 -10973.80 2 -2468.97 4 -231.05 2 240.42 2 14.06 3 6.62 4 10853.80 4106 Max -67 6270.21 3 -10973.80 2 -2468.97 4 -231.05 2 240.42 2 14.06 3 6.62 4 10853.80 4106 Max -69 6270.21 3 -10973.80 2 -2468.97 4 -231.05 2 240.42 2 14.06 3 6.62 4 10853.80 4106 Max -70 6270.21 3 -10973.80 2 -2468.97 4 -231.05 2 240.42 2 14.06 3 6.62 4 10853.80 4106 Min. -68 4754.70 2 -15324.70 3 -3902.07 3 -307.31 3 220.73 3 -4.73 4 -189.44 2 9677.48 2106 Min. -67 4754.70 2 -15324.70 3 -3902.07 3 -307.31 3 220.73 3 -4.73 4 -189.44 2 9677.48 2106 Min. -69 4754.70 2 -15324.70 3 -3902.07 3 -307.31 3 220.73 3 -4.73 4 -189.44 2 9677.48 2106 Min. -70 4754.70 2 -15324.70 3 -3902.07 3 -307.31 3 220.73 3 -4.73 4 -189.44 2 9677.48 2106 Max -65 -9232.70 2 6076.38 2 0.00 4 1132.69 4 713.74 4 0.00 4 3565.98 4 65.46 3106 Max -184 -9232.70 2 6076.38 2 0.00 4 1132.69 4 713.74 4 0.00 4 3565.98 4 65.46 3106 Max -185 -9232.70 2 6076.38 2 0.00 4 1132.69 4 713.74 4 0.00 4 3565.98 4 65.46 3106 Max -67 -9232.70 2 6076.38 2 0.00 4 1132.69 4 713.74 4 0.00 4 3565.98 4 65.46 3

[65]

106 Min. -65 -12642.90 4 5025.05 3 -2981.20 3 1031.05 1 675.25 3 -6.33 3 3070.74 2 0.00 2106 Min. -184 -12642.90 4 5025.05 3 -2981.20 3 1031.05 1 675.25 3 -6.33 3 3070.74 2 0.00 2106 Min. -185 -12642.90 4 5025.05 3 -2981.20 3 1031.05 1 675.25 3 -6.33 3 3070.74 2 0.00 2106 Min. -67 -12642.90 4 5025.05 3 -2981.20 3 1031.05 1 675.25 3 -6.33 3 3070.74 2 0.00 2106 Max -67 -1837.10 2 -4960.35 2 0.00 4 1448.65 4 701.91 4 0.00 2 -1706.37 2 120.88 3106 Max -185 -1837.10 2 -4960.35 2 0.00 4 1448.65 4 701.91 4 0.00 2 -1706.37 2 120.88 3106 Max -186 -1837.10 2 -4960.35 2 0.00 4 1448.65 4 701.91 4 0.00 2 -1706.37 2 120.88 3106 Max -69 -1837.10 2 -4960.35 2 0.00 4 1448.65 4 701.91 4 0.00 2 -1706.37 2 120.88 3106 Min. -67 -2646.78 1 -7329.17 4 -2469.13 3 1289.55 3 649.76 3 -2.63 3 -1874.96 4 0.00 4106 Min. -185 -2646.78 1 -7329.17 4 -2469.13 3 1289.55 3 649.76 3 -2.63 3 -1874.96 4 0.00 4106 Min. -186 -2646.78 1 -7329.17 4 -2469.13 3 1289.55 3 649.76 3 -2.63 3 -1874.96 4 0.00 4106 Min. -69 -2646.78 1 -7329.17 4 -2469.13 3 1289.55 3 649.76 3 -2.63 3 -1874.96 4 0.00 4106 Max -66 2113.85 2 -20885.30 2 -15975.50 2 -200.87 2 345.03 4 -281.42 3 -1207.06 2 8688.20 4106 Max -65 2113.85 2 -20885.30 2 -15975.50 2 -200.87 2 345.03 4 -281.42 3 -1207.06 2 8688.20 4106 Max -67 2113.85 2 -20885.30 2 -15975.50 2 -200.87 2 345.03 4 -281.42 3 -1207.06 2 8688.20 4106 Max -68 2113.85 2 -20885.30 2 -15975.50 2 -200.87 2 345.03 4 -281.42 3 -1207.06 2 8688.20 4106 Min. -66 799.02 1 -29598.10 3 -18607.40 3 -256.81 3 308.30 3 -314.14 4 -1703.52 4 8018.75 1106 Min. -65 799.02 1 -29598.10 3 -18607.40 3 -256.81 3 308.30 3 -314.14 4 -1703.52 4 8018.75 1106 Min. -67 799.02 1 -29598.10 3 -18607.40 3 -256.81 3 308.30 3 -314.14 4 -1703.52 4 8018.75 1106 Min. -68 799.02 1 -29598.10 3 -18607.40 3 -256.81 3 308.30 3 -314.14 4 -1703.52 4 8018.75 1106 Max 41 3622.41 2 -38630.00 2 -27374.20 2 -139.23 2 -587.18 2 -271.33 1 8644.35 4 226.53 3106 Max -17 3622.41 2 -38630.00 2 -27374.20 2 -139.23 2 -587.18 2 -271.33 1 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-87.95 4 -15.44 3 253.90 3 337.39 1 28.14 2106 Max -187 6000.97 4 -1329.80 3 -1007.98 2 -13.19 2 15.13 2 -257.80 4 385.27 2 396.37 3106 Max -127 6000.97 4 -1329.80 3 -1007.98 2 -13.19 2 15.13 2 -257.80 4 385.27 2 396.37 3106 Max 242 6000.97 4 -1329.80 3 -1007.98 2 -13.19 2 15.13 2 -257.80 4 385.27 2 396.37 3106 Max -20 6000.97 4 -1329.80 3 -1007.98 2 -13.19 2 15.13 2 -257.80 4 385.27 2 396.37 3106 Min. -187 3141.10 2 -1671.63 2 -2957.17 3 -87.95 4 -12.30 4 -295.97 2 212.39 3 -1687.66 4106 Min. -127 3141.10 2 -1671.63 2 -2957.17 3 -87.95 4 -12.30 4 -295.97 2 212.39 3 -1687.66 4106 Min. 242 3141.10 2 -1671.63 2 -2957.17 3 -87.95 4 -12.30 4 -295.97 2 212.39 3 -1687.66 4106 Min. -20 3141.10 2 -1671.63 2 -2957.17 3 -87.95 4 -12.30 4 -295.97 2 212.39 3 -1687.66 4106 Max -19 5896.43 3 -38630.00 2 30755.40 4 -134.46 3 -587.18 2 288.12 4 8644.35 4 57.96 3106 Max 42 5896.43 3 -38630.00 2 30755.40 4 -134.46 3 -587.18 2 288.12 4 8644.35 4 57.96 3106 Max -124 5896.43 3 -38630.00 2 30755.40 4 -134.46 3 -587.18 2 288.12 4 8644.35 4 57.96 3106 Max -184 5896.43 3 -38630.00 2 30755.40 4 -134.46 3 -587.18 2 288.12 4 8644.35 4 57.96 3106 Min. -19 1809.93 1 -51931.10 4 27209.20 3 -162.39 4 -682.85 4 265.47 3 7228.00 2 -157.97 4106 Min. 42 1809.93 1 -51931.10 4 27209.20 3 -162.39 4 -682.85 4 265.47 3 7228.00 2 -157.97 4106 Min. -124 1809.93 1 -51931.10 4 27209.20 3 -162.39 4 -682.85 4 265.47 3 7228.00 2 -157.97 4106 Min. -184 1809.93 1 -51931.10 4 27209.20 3 -162.39 4 -682.85 4 265.47 3 7228.00 2 -157.97 4106 Max -17 5617.66 2 38018.80 4 0.00 2 268.82 4 -816.08 2 0.00 4 13283.00 4 0.00 4106 Max -19 5617.66 2 38018.80 4 0.00 2 268.82 4 -816.08 2 0.00 4 13283.00 4 0.00 4106 Max -184 5617.66 2 38018.80 4 0.00 2 268.82 4 -816.08 2 0.00 4 13283.00 4 0.00 4106 Max -65 5617.66 2 38018.80 4 0.00 2 268.82 4 -816.08 2 0.00 4 13283.00 4 0.00 4106 Min. -17 3186.66 1 33403.20 2 -734.53 3 233.41 1 -900.85 4 -8.04 3 12565.70 3 -116.79 3106 Min. -19 3186.66 1 33403.20 2 -734.53 3 233.41 1 -900.85 4 -8.04 3 12565.70 3 -116.79 3106 Min. -184 3186.66 1 33403.20 2 -734.53 3 233.41 1 -900.85 4 -8.04 3 12565.70 3 -116.79 3106 Min. -65 3186.66 1 33403.20 2 -734.53 3 233.41 1 -900.85 4 -8.04 3 12565.70 3 -116.79 3106 Max -69 4418.10 4 -5486.78 2 0.00 4 1120.97 4 349.78 4 4.92 3 -2276.11 4 241.80 3106 Max -186 4418.10 4 -5486.78 2 0.00 4 1120.97 4 349.78 4 4.92 3 -2276.11 4 241.80 3106 Max -187 4418.10 4 -5486.78 2 0.00 4 1120.97 4 349.78 4 4.92 3 -2276.11 4 241.80 3106 Max -71 4418.10 4 -5486.78 2 0.00 4 1120.97 4 349.78 4 4.92 3 -2276.11 4 241.80 3106 Min. -69 2661.81 2 -7130.21 4 -1722.84 3 937.41 3 319.20 3 0.00 4 -2382.28 2 0.00 1106 Min. -186 2661.81 2 -7130.21 4 -1722.84 3 937.41 3 319.20 3 0.00 4 -2382.28 2 0.00 1106 Min. -187 2661.81 2 -7130.21 4 -1722.84 3 937.41 3 319.20 3 0.00 4 -2382.28 2 0.00 1106 Min. -71 2661.81 2 -7130.21 4 -1722.84 3 937.41 3 319.20 3 0.00 4 -2382.28 2 0.00 1106 Max -186 5985.28 4 -5131.33 3 -589.80 2 -138.01 2 133.28 2 -218.67 4 -74.30 2 -6943.34 1106 Max -126 5985.28 4 -5131.33 3 -589.80 2 -138.01 2 133.28 2 -218.67 4 -74.30 2 -6943.34 1106 Max -127 5985.28 4 -5131.33 3 -589.80 2 -138.01 2 133.28 2 -218.67 4 -74.30 2 -6943.34 1106 Max -187 5985.28 4 -5131.33 3 -589.80 2 -138.01 2 133.28 2 -218.67 4 -74.30 2 -6943.34 1106 Min. -186 4205.45 2 -6300.02 4 -3447.11 3 -214.62 4 120.44 1 -237.76 2 -349.86 4 -8169.25 4106 Min. -126 4205.45 2 -6300.02 4 -3447.11 3 -214.62 4 120.44 1 -237.76 2 -349.86 4 -8169.25 4106 Min. -127 4205.45 2 -6300.02 4 -3447.11 3 -214.62 4 120.44 1 -237.76 2 -349.86 4 -8169.25 4106 Min. -187 4205.45 2 -6300.02 4 -3447.11 3 -214.62 4 120.44 1 -237.76 2 -349.86 4 -8169.25 4106 Max -185 5427.94 4 -10973.80 2 3791.91 2 -231.05 2 240.42 2 4.73 4 6.62 4 -9677.48 2106 Max -125 5427.94 4 -10973.80 2 3791.91 2 -231.05 2 240.42 2 4.73 4 6.62 4 -9677.48 2106 Max -126 5427.94 4 -10973.80 2 3791.91 2 -231.05 2 240.42 2 4.73 4 6.62 4 -9677.48 2106 Max -186 5427.94 4 -10973.80 2 3791.91 2 -231.05 2 240.42 2 4.73 4 6.62 4 -9677.48 2106 Min. -185 4672.36 3 -13921.90 4 1167.00 3 -306.44 4 225.98 1 -13.13 3 -189.44 2 -10853.80 4106 Min. -125 4672.36 3 -13921.90 4 1167.00 3 -306.44 4 225.98 1 -13.13 3 -189.44 2 -10853.80 4106 Min. -126 4672.36 3 -13921.90 4 1167.00 3 -306.44 4 225.98 1 -13.13 3 -189.44 2 -10853.80 4106 Min. -186 4672.36 3 -13921.90 4 1167.00 3 -306.44 4 225.98 1 -13.13 3 -189.44 2 -10853.80 4107 Max -73 12061.90 4 3238.32 4 -16394.80 4 109.08 3 188.41 2 112.17 1 -1220.40 4 788.70 4107 Max 12 12061.90 4 3238.32 4 -16394.80 4 109.08 3 188.41 2 112.17 1 -1220.40 4 788.70 4107 Max -75 12061.90 4 3238.32 4 -16394.80 4 109.08 3 188.41 2 112.17 1 -1220.40 4 788.70 4107 Max -83 12061.90 4 3238.32 4 -16394.80 4 109.08 3 188.41 2 112.17 1 -1220.40 4 788.70 4107 Min. -73 3747.74 2 334.64 2 -20010.40 3 -66.43 2 162.99 3 -8.09 2 -1755.76 2 -1014.14 2107 Min. 12 3747.74 2 334.64 2 -20010.40 3 -66.43 2 162.99 3 -8.09 2 -1755.76 2 -1014.14 2107 Min. -75 3747.74 2 334.64 2 -20010.40 3 -66.43 2 162.99 3 -8.09 2 -1755.76 2 -1014.14 2107 Min. -83 3747.74 2 334.64 2 -20010.40 3 -66.43 2 162.99 3 -8.09 2 -1755.76 2 -1014.14 2107 Max -82 -552.14 1 -1342.41 3 -1366.50 3 339.22 1 23.35 1 68.79 3 -99.07 4 607.88 4107 Max -86 -552.14 1 -1342.41 3 -1366.50 3 339.22 1 23.35 1 68.79 3 -99.07 4 607.88 4107 Max -74 -552.14 1 -1342.41 3 -1366.50 3 339.22 1 23.35 1 68.79 3 -99.07 4 607.88 4107 Max 202 -552.14 1 -1342.41 3 -1366.50 3 339.22 1 23.35 1 68.79 3 -99.07 4 607.88 4107 Min. -82 -2156.70 4 -1630.99 4 -2308.85 2 -37.93 2 -1.37 2 -65.18 2 -181.51 2 -537.77 1107 Min. -86 -2156.70 4 -1630.99 4 -2308.85 2 -37.93 2 -1.37 2 -65.18 2 -181.51 2 -537.77 1107 Min. -74 -2156.70 4 -1630.99 4 -2308.85 2 -37.93 2 -1.37 2 -65.18 2 -181.51 2 -537.77 1

[66]

107 Min. 202 -2156.70 4 -1630.99 4 -2308.85 2 -37.93 2 -1.37 2 -65.18 2 -181.51 2 -537.77 1107 Max -76 5450.37 3 -31066.30 2 -20059.80 2 732.99 1 56.14 3 34.11 2 1010.13 4 -748.99 2107 Max -83 5450.37 3 -31066.30 2 -20059.80 2 732.99 1 56.14 3 34.11 2 1010.13 4 -748.99 2107 Max -84 5450.37 3 -31066.30 2 -20059.80 2 732.99 1 56.14 3 34.11 2 1010.13 4 -748.99 2107 Max -78 5450.37 3 -31066.30 2 -20059.80 2 732.99 1 56.14 3 34.11 2 1010.13 4 -748.99 2107 Min. -76 -5670.68 2 -37553.20 1 -23958.70 1 -41.59 2 -37.74 2 -127.71 3 129.94 2 -6523.24 1107 Min. -83 -5670.68 2 -37553.20 1 -23958.70 1 -41.59 2 -37.74 2 -127.71 3 129.94 2 -6523.24 1107 Min. -84 -5670.68 2 -37553.20 1 -23958.70 1 -41.59 2 -37.74 2 -127.71 3 129.94 2 -6523.24 1107 Min. -78 -5670.68 2 -37553.20 1 -23958.70 1 -41.59 2 -37.74 2 -127.71 3 129.94 2 -6523.24 1107 Max -78 11329.90 3 -14164.20 3 -9273.59 4 1003.64 1 168.39 1 -11.52 2 -198.59 2 -1168.34 2107 Max -84 11329.90 3 -14164.20 3 -9273.59 4 1003.64 1 168.39 1 -11.52 2 -198.59 2 -1168.34 2107 Max -85 11329.90 3 -14164.20 3 -9273.59 4 1003.64 1 168.39 1 -11.52 2 -198.59 2 -1168.34 2107 Max -80 11329.90 3 -14164.20 3 -9273.59 4 1003.64 1 168.39 1 -11.52 2 -198.59 2 -1168.34 2107 Min. -78 -2261.26 2 -16099.30 1 -10390.20 1 -68.57 2 -37.19 2 -30.47 3 -488.84 1 -6452.72 1107 Min. -84 -2261.26 2 -16099.30 1 -10390.20 1 -68.57 2 -37.19 2 -30.47 3 -488.84 1 -6452.72 1107 Min. -85 -2261.26 2 -16099.30 1 -10390.20 1 -68.57 2 -37.19 2 -30.47 3 -488.84 1 -6452.72 1107 Min. -80 -2261.26 2 -16099.30 1 -10390.20 1 -68.57 2 -37.19 2 -30.47 3 -488.84 1 -6452.72 1107 Max -80 7230.10 1 -4952.77 3 -5394.00 4 795.53 1 83.55 3 68.29 3 95.27 2 -969.52 2107 Max -85 7230.10 1 -4952.77 3 -5394.00 4 795.53 1 83.55 3 68.29 3 95.27 2 -969.52 2107 Max -86 7230.10 1 -4952.77 3 -5394.00 4 795.53 1 83.55 3 68.29 3 95.27 2 -969.52 2107 Max -82 7230.10 1 -4952.77 3 -5394.00 4 795.53 1 83.55 3 68.29 3 95.27 2 -969.52 2107 Min. -80 -1843.26 2 -5943.33 1 -6154.08 2 -55.51 2 -28.66 2 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-675.72 2107 Max -105 12225.90 2 -16141.90 2 5168.78 4 858.98 2 63.77 2 74.58 2 -39.64 2 8807.01 2107 Max -93 12225.90 2 -16141.90 2 5168.78 4 858.98 2 63.77 2 74.58 2 -39.64 2 8807.01 2107 Max -94 12225.90 2 -16141.90 2 5168.78 4 858.98 2 63.77 2 74.58 2 -39.64 2 8807.01 2107 Max -106 12225.90 2 -16141.90 2 5168.78 4 858.98 2 63.77 2 74.58 2 -39.64 2 8807.01 2107 Min. -105 8445.64 3 -19403.90 4 2739.63 1 607.71 3 -30.41 1 23.63 1 -276.93 1 8145.01 3107 Min. -93 8445.64 3 -19403.90 4 2739.63 1 607.71 3 -30.41 1 23.63 1 -276.93 1 8145.01 3107 Min. -94 8445.64 3 -19403.90 4 2739.63 1 607.71 3 -30.41 1 23.63 1 -276.93 1 8145.01 3107 Min. -106 8445.64 3 -19403.90 4 2739.63 1 607.71 3 -30.41 1 23.63 1 -276.93 1 8145.01 3107 Max -106 6540.60 2 -6784.66 2 3065.41 4 645.10 2 69.60 2 90.37 4 -232.53 3 6058.26 4107 Max -94 6540.60 2 -6784.66 2 3065.41 4 645.10 2 69.60 2 90.37 4 -232.53 3 6058.26 4107 Max -95 6540.60 2 -6784.66 2 3065.41 4 645.10 2 69.60 2 90.37 4 -232.53 3 6058.26 4107 Max -107 6540.60 2 -6784.66 2 3065.41 4 645.10 2 69.60 2 90.37 4 -232.53 3 6058.26 4107 Min. -106 4263.33 3 -7696.85 1 1290.29 1 447.35 3 16.20 1 42.89 2 -388.40 2 5401.80 3107 Min. -94 4263.33 3 -7696.85 1 1290.29 1 447.35 3 16.20 1 42.89 2 -388.40 2 5401.80 3107 Min. -95 4263.33 3 -7696.85 1 1290.29 1 447.35 3 16.20 1 42.89 2 -388.40 2 5401.80 3107 Min. -107 4263.33 3 -7696.85 1 1290.29 1 447.35 3 16.20 1 42.89 2 -388.40 2 5401.80 3107 Max -107 5667.68 4 -1639.19 3 1588.40 4 388.05 4 44.78 4 70.83 4 -562.76 1 2759.60 4107 Max -95 5667.68 4 -1639.19 3 1588.40 4 388.05 4 44.78 4 70.83 4 -562.76 1 2759.60 4107 Max 222 5667.68 4 -1639.19 3 1588.40 4 388.05 4 44.78 4 70.83 4 -562.76 1 2759.60 4107 Max -91 5667.68 4 -1639.19 3 1588.40 4 388.05 4 44.78 4 70.83 4 -562.76 1 2759.60 4107 Min. -107 3155.51 2 -1734.66 1 713.22 2 249.51 3 33.71 1 -8.36 2 -600.36 2 1664.79 2107 Min. -95 3155.51 2 -1734.66 1 713.22 2 249.51 3 33.71 1 -8.36 2 -600.36 2 1664.79 2107 Min. 222 3155.51 2 -1734.66 1 713.22 2 249.51 3 33.71 1 -8.36 2 -600.36 2 1664.79 2107 Min. -91 3155.51 2 -1734.66 1 713.22 2 249.51 3 33.71 1 -8.36 2 -600.36 2 1664.79 2107 Max -92 16780.20 1 -33888.90 2 -9903.62 2 337.34 1 -87.79 2 104.05 4 1397.15 1 682.05 2107 Max -114 16780.20 1 -33888.90 2 -9903.62 2 337.34 1 -87.79 2 104.05 4 1397.15 1 682.05 2107 Max -115 16780.20 1 -33888.90 2 -9903.62 2 337.34 1 -87.79 2 104.05 4 1397.15 1 682.05 2107 Max -93 16780.20 1 -33888.90 2 -9903.62 2 337.34 1 -87.79 2 104.05 4 1397.15 1 682.05 2107 Min. -92 4646.30 2 -40056.10 1 -16591.10 1 -131.50 2 -226.36 4 91.48 3 150.14 2 -6574.29 1107 Min. -114 4646.30 2 -40056.10 1 -16591.10 1 -131.50 2 -226.36 4 91.48 3 150.14 2 -6574.29 1107 Min. -115 4646.30 2 -40056.10 1 -16591.10 1 -131.50 2 -226.36 4 91.48 3 150.14 2 -6574.29 1107 Min. -93 4646.30 2 -40056.10 1 -16591.10 1 -131.50 2 -226.36 4 91.48 3 150.14 2 -6574.29 1107 Max -93 9106.15 1 -15766.40 2 -4174.21 2 429.59 1 -54.05 3 41.93 2 47.33 3 450.78 2107 Max -115 9106.15 1 -15766.40 2 -4174.21 2 429.59 1 -54.05 3 41.93 2 47.33 3 450.78 2107 Max -116 9106.15 1 -15766.40 2 -4174.21 2 429.59 1 -54.05 3 41.93 2 47.33 3 450.78 2107 Max -94 9106.15 1 -15766.40 2 -4174.21 2 429.59 1 -54.05 3 41.93 2 47.33 3 450.78 2107 Min. -93 -1685.22 2 -17994.10 1 -7114.43 1 -203.45 2 -106.86 2 -40.78 3 -364.10 2 -7590.53 1107 Min. -115 -1685.22 2 -17994.10 1 -7114.43 1 -203.45 2 -106.86 2 -40.78 3 -364.10 2 -7590.53 1107 Min. -116 -1685.22 2 -17994.10 1 -7114.43 1 -203.45 2 -106.86 2 -40.78 3 -364.10 2 -7590.53 1107 Min. -94 -1685.22 2 -17994.10 1 -7114.43 1 -203.45 2 -106.86 2 -40.78 3 -364.10 2 -7590.53 1107 Max -94 4403.84 1 -6664.91 2 -2667.57 2 321.00 1 17.57 3 -50.28 2 186.02 2 -242.01 2107 Max -116 4403.84 1 -6664.91 2 -2667.57 2 321.00 1 17.57 3 -50.28 2 186.02 2 -242.01 2107 Max -117 4403.84 1 -6664.91 2 -2667.57 2 321.00 1 17.57 3 -50.28 2 186.02 2 -242.01 2107 Max -95 4403.84 1 -6664.91 2 -2667.57 2 321.00 1 17.57 3 -50.28 2 186.02 2 -242.01 2107 Min. -94 -2644.89 2 -7409.52 4 -4611.25 3 -166.59 2 -72.19 2 -84.02 1 -19.21 3 -5090.88 1107 Min. -116 -2644.89 2 -7409.52 4 -4611.25 3 -166.59 2 -72.19 2 -84.02 1 -19.21 3 -5090.88 1107 Min. -117 -2644.89 2 -7409.52 4 -4611.25 3 -166.59 2 -72.19 2 -84.02 1 -19.21 3 -5090.88 1107 Min. -95 -2644.89 2 -7409.52 4 -4611.25 3 -166.59 2 -72.19 2 -84.02 1 -19.21 3 -5090.88 1107 Max -95 4048.32 1 -1515.37 2 -1610.41 4 183.87 1 31.54 3 -56.64 3 -14.81 2 -726.12 2107 Max -117 4048.32 1 -1515.37 2 -1610.41 4 183.87 1 31.54 3 -56.64 3 -14.81 2 -726.12 2107 Max -108 4048.32 1 -1515.37 2 -1610.41 4 183.87 1 31.54 3 -56.64 3 -14.81 2 -726.12 2107 Max 222 4048.32 1 -1515.37 2 -1610.41 4 183.87 1 31.54 3 -56.64 3 -14.81 2 -726.12 2107 Min. -95 1464.97 2 -1756.13 4 -2392.38 3 -39.60 2 -6.06 2 -73.30 2 -447.97 1 -2178.31 1107 Min. -117 1464.97 2 -1756.13 4 -2392.38 3 -39.60 2 -6.06 2 -73.30 2 -447.97 1 -2178.31 1107 Min. -108 1464.97 2 -1756.13 4 -2392.38 3 -39.60 2 -6.06 2 -73.30 2 -447.97 1 -2178.31 1107 Min. 222 1464.97 2 -1756.13 4 -2392.38 3 -39.60 2 -6.06 2 -73.30 2 -447.97 1 -2178.31 1107 Max -26 8945.97 4 9432.30 4 -18965.00 2 67.49 2 641.81 4 55.69 1 -2258.44 2 -238.97 2107 Max -28 8945.97 4 9432.30 4 -18965.00 2 67.49 2 641.81 4 55.69 1 -2258.44 2 -238.97 2107 Max -118 8945.97 4 9432.30 4 -18965.00 2 67.49 2 641.81 4 55.69 1 -2258.44 2 -238.97 2107 Max -114 8945.97 4 9432.30 4 -18965.00 2 67.49 2 641.81 4 55.69 1 -2258.44 2 -238.97 2107 Min. -26 -828.02 2 -62.70 2 -24962.60 1 -108.13 4 366.65 2 43.26 2 -7886.04 4 -470.37 3107 Min. -28 -828.02 2 -62.70 2 -24962.60 1 -108.13 4 366.65 2 43.26 2 -7886.04 4 -470.37 3107 Min. -118 -828.02 2 -62.70 2 -24962.60 1 -108.13 4 366.65 2 43.26 2 -7886.04 4 -470.37 3107 Min. -114 -828.02 2 -62.70 2 -24962.60 1 -108.13 4 366.65 2 43.26 2 -7886.04 4 -470.37 3107 Max -114 -459.08 1 -7402.60 3 -18703.20 2 -54.06 2 -66.12 2 13.64 3 -610.35 3 -570.82 4107 Max -118 -459.08 1 -7402.60 3 -18703.20 2 -54.06 2 -66.12 2 13.64 3 -610.35 3 -570.82 4107 Max -119 -459.08 1 -7402.60 3 -18703.20 2 -54.06 2 -66.12 2 13.64 3 -610.35 3 -570.82 4107 Max -115 -459.08 1 -7402.60 3 -18703.20 2 -54.06 2 -66.12 2 13.64 3 -610.35 3 -570.82 4107 Min. -114 -8102.01 2 -9815.45 2 -25105.70 1 -632.78 4 -406.67 4 -0.02 4 -1748.51 2 -757.28 1107 Min. -118 -8102.01 2 -9815.45 2 -25105.70 1 -632.78 4 -406.67 4 -0.02 4 -1748.51 2 -757.28 1107 Min. -119 -8102.01 2 -9815.45 2 -25105.70 1 -632.78 4 -406.67 4 -0.02 4 -1748.51 2 -757.28 1107 Min. -115 -8102.01 2 -9815.45 2 -25105.70 1 -632.78 4 -406.67 4 -0.02 4 -1748.51 2 -757.28 1107 Max -115 2428.19 1 -7839.08 2 -10117.70 2 -163.87 2 -193.20 2 -12.23 3 1267.02 1 -347.56 4107 Max -119 2428.19 1 -7839.08 2 -10117.70 2 -163.87 2 -193.20 2 -12.23 3 1267.02 1 -347.56 4

[67]

107 Max -120 2428.19 1 -7839.08 2 -10117.70 2 -163.87 2 -193.20 2 -12.23 3 1267.02 1 -347.56 4107 Max -116 2428.19 1 -7839.08 2 -10117.70 2 -163.87 2 -193.20 2 -12.23 3 1267.02 1 -347.56 4107 Min. -115 -6283.56 2 -8532.73 1 -14177.40 1 -750.38 4 -265.17 4 -20.15 4 43.11 2 -652.61 1107 Min. -119 -6283.56 2 -8532.73 1 -14177.40 1 -750.38 4 -265.17 4 -20.15 4 43.11 2 -652.61 1107 Min. -120 -6283.56 2 -8532.73 1 -14177.40 1 -750.38 4 -265.17 4 -20.15 4 43.11 2 -652.61 1107 Min. -116 -6283.56 2 -8532.73 1 -14177.40 1 -750.38 4 -265.17 4 -20.15 4 43.11 2 -652.61 1107 Max -116 1198.86 4 -4516.11 2 -5581.65 2 -212.40 2 -48.76 3 -25.05 2 828.65 4 -238.54 4107 Max -120 1198.86 4 -4516.11 2 -5581.65 2 -212.40 2 -48.76 3 -25.05 2 828.65 4 -238.54 4107 Max -121 1198.86 4 -4516.11 2 -5581.65 2 -212.40 2 -48.76 3 -25.05 2 828.65 4 -238.54 4107 Max -117 1198.86 4 -4516.11 2 -5581.65 2 -212.40 2 -48.76 3 -25.05 2 828.65 4 -238.54 4107 Min. -116 -4820.80 2 -5278.47 1 -8174.80 1 -523.89 4 -104.57 2 -30.64 4 721.51 2 -588.76 1107 Min. -120 -4820.80 2 -5278.47 1 -8174.80 1 -523.89 4 -104.57 2 -30.64 4 721.51 2 -588.76 1107 Min. -121 -4820.80 2 -5278.47 1 -8174.80 1 -523.89 4 -104.57 2 -30.64 4 721.51 2 -588.76 1107 Min. -117 -4820.80 2 -5278.47 1 -8174.80 1 -523.89 4 -104.57 2 -30.64 4 721.51 2 -588.76 1107 Max -117 -343.22 4 -1466.47 2 -2440.39 2 -238.95 2 -0.12 3 -24.59 2 450.95 2 -18.17 4107 Max -121 -343.22 4 -1466.47 2 -2440.39 2 -238.95 2 -0.12 3 -24.59 2 450.95 2 -18.17 4107 Max -109 -343.22 4 -1466.47 2 -2440.39 2 -238.95 2 -0.12 3 -24.59 2 450.95 2 -18.17 4107 Max -108 -343.22 4 -1466.47 2 -2440.39 2 -238.95 2 -0.12 3 -24.59 2 450.95 2 -18.17 4107 Min. -117 -1891.90 2 -1761.30 1 -3603.03 1 -301.48 4 -25.59 2 -34.17 4 205.81 3 -401.13 1107 Min. -121 -1891.90 2 -1761.30 1 -3603.03 1 -301.48 4 -25.59 2 -34.17 4 205.81 3 -401.13 1107 Min. -109 -1891.90 2 -1761.30 1 -3603.03 1 -301.48 4 -25.59 2 -34.17 4 205.81 3 -401.13 1107 Min. -108 -1891.90 2 -1761.30 1 -3603.03 1 -301.48 4 -25.59 2 -34.17 4 205.81 3 -401.13 1107 Max -28 14671.40 1 16136.50 1 -4837.02 4 25.95 4 432.89 1 -77.85 2 -2498.33 2 597.50 3107 Max 32 14671.40 1 16136.50 1 -4837.02 4 25.95 4 432.89 1 -77.85 2 -2498.33 2 597.50 3107 Max -110 14671.40 1 16136.50 1 -4837.02 4 25.95 4 432.89 1 -77.85 2 -2498.33 2 597.50 3107 Max -118 14671.40 1 16136.50 1 -4837.02 4 25.95 4 432.89 1 -77.85 2 -2498.33 2 597.50 3107 Min. -28 4431.27 2 7953.94 2 -7977.66 2 -130.79 2 224.30 2 -116.36 1 -5708.58 1 -1352.01 2107 Min. 32 4431.27 2 7953.94 2 -7977.66 2 -130.79 2 224.30 2 -116.36 1 -5708.58 1 -1352.01 2107 Min. -110 4431.27 2 7953.94 2 -7977.66 2 -130.79 2 224.30 2 -116.36 1 -5708.58 1 -1352.01 2107 Min. -118 4431.27 2 7953.94 2 -7977.66 2 -130.79 2 224.30 2 -116.36 1 -5708.58 1 -1352.01 2107 Max -118 -3134.07 1 9247.49 4 -7616.32 4 32.86 4 -106.37 2 -158.06 2 367.75 4 5227.94 4107 Max -110 -3134.07 1 9247.49 4 -7616.32 4 32.86 4 -106.37 2 -158.06 2 367.75 4 5227.94 4107 Max -111 -3134.07 1 9247.49 4 -7616.32 4 32.86 4 -106.37 2 -158.06 2 367.75 4 5227.94 4107 Max -119 -3134.07 1 9247.49 4 -7616.32 4 32.86 4 -106.37 2 -158.06 2 367.75 4 5227.94 4107 Min. -118 -11252.00 2 3739.48 2 -10966.50 1 -402.70 2 -241.81 1 -167.54 1 -635.45 2 -1885.10 2107 Min. -110 -11252.00 2 3739.48 2 -10966.50 1 -402.70 2 -241.81 1 -167.54 1 -635.45 2 -1885.10 2107 Min. -111 -11252.00 2 3739.48 2 -10966.50 1 -402.70 2 -241.81 1 -167.54 1 -635.45 2 -1885.10 2107 Min. -119 -11252.00 2 3739.48 2 -10966.50 1 -402.70 2 -241.81 1 -167.54 1 -635.45 2 -1885.10 2107 Max -119 -3148.67 4 929.41 1 -6060.57 4 54.61 4 -90.06 4 20.98 3 291.27 3 6322.58 4107 Max -111 -3148.67 4 929.41 1 -6060.57 4 54.61 4 -90.06 4 20.98 3 291.27 3 6322.58 4107 Max -112 -3148.67 4 929.41 1 -6060.57 4 54.61 4 -90.06 4 20.98 3 291.27 3 6322.58 4107 Max -120 -3148.67 4 929.41 1 -6060.57 4 54.61 4 -90.06 4 20.98 3 291.27 3 6322.58 4107 Min. -119 -11663.90 2 -1548.44 2 -8905.94 1 -537.28 2 -138.17 2 -53.98 2 -89.76 2 -1640.55 2107 Min. -111 -11663.90 2 -1548.44 2 -8905.94 1 -537.28 2 -138.17 2 -53.98 2 -89.76 2 -1640.55 2107 Min. -112 -11663.90 2 -1548.44 2 -8905.94 1 -537.28 2 -138.17 2 -53.98 2 -89.76 2 -1640.55 2107 Min. -120 -11663.90 2 -1548.44 2 -8905.94 1 -537.28 2 -138.17 2 -53.98 2 -89.76 2 -1640.55 2107 Max -120 -916.48 4 -1977.56 1 -4700.81 2 36.45 4 -17.56 4 99.36 1 656.45 2 3945.13 4107 Max -112 -916.48 4 -1977.56 1 -4700.81 2 36.45 4 -17.56 4 99.36 1 656.45 2 3945.13 4107 Max -113 -916.48 4 -1977.56 1 -4700.81 2 36.45 4 -17.56 4 99.36 1 656.45 2 3945.13 4107 Max -121 -916.48 4 -1977.56 1 -4700.81 2 36.45 4 -17.56 4 99.36 1 656.45 2 3945.13 4107 Min. -120 -7258.25 2 -2685.60 2 -6755.36 1 -417.42 2 -95.51 2 66.90 2 466.19 3 -745.92 2107 Min. -112 -7258.25 2 -2685.60 2 -6755.36 1 -417.42 2 -95.51 2 66.90 2 466.19 3 -745.92 2107 Min. -113 -7258.25 2 -2685.60 2 -6755.36 1 -417.42 2 -95.51 2 66.90 2 466.19 3 -745.92 2107 Min. -121 -7258.25 2 -2685.60 2 -6755.36 1 -417.42 2 -95.51 2 66.90 2 466.19 3 -745.92 2107 Max -121 -5286.90 4 -1020.17 4 -2600.61 2 72.59 4 7.73 4 84.96 2 607.83 2 2224.87 4107 Max -113 -5286.90 4 -1020.17 4 -2600.61 2 72.59 4 7.73 4 84.96 2 607.83 2 2224.87 4107 Max 232 -5286.90 4 -1020.17 4 -2600.61 2 72.59 4 7.73 4 84.96 2 607.83 2 2224.87 4107 Max -109 -5286.90 4 -1020.17 4 -2600.61 2 72.59 4 7.73 4 84.96 2 607.83 2 2224.87 4107 Min. -121 -7528.37 3 -1146.56 3 -4186.03 1 -153.00 2 -25.27 2 67.06 3 380.90 3 635.23 2107 Min. -113 -7528.37 3 -1146.56 3 -4186.03 1 -153.00 2 -25.27 2 67.06 3 380.90 3 635.23 2107 Min. 232 -7528.37 3 -1146.56 3 -4186.03 1 -153.00 2 -25.27 2 67.06 3 380.90 3 635.23 2107 Min. -109 -7528.37 3 -1146.56 3 -4186.03 1 -153.00 2 -25.27 2 67.06 3 380.90 3 635.23 2107 Max -110 -338.95 2 -1964.64 3 28583.10 4 274.19 2 0.55 2 -95.97 3 1915.20 2 -2640.84 4107 Max -128 -338.95 2 -1964.64 3 28583.10 4 274.19 2 0.55 2 -95.97 3 1915.20 2 -2640.84 4107 Max -129 -338.95 2 -1964.64 3 28583.10 4 274.19 2 0.55 2 -95.97 3 1915.20 2 -2640.84 4107 Max -111 -338.95 2 -1964.64 3 28583.10 4 274.19 2 0.55 2 -95.97 3 1915.20 2 -2640.84 4107 Min. -110 -5228.78 4 -3718.14 2 16076.30 2 -6.65 4 -78.47 4 -141.53 2 1748.25 4 -4070.44 2107 Min. -128 -5228.78 4 -3718.14 2 16076.30 2 -6.65 4 -78.47 4 -141.53 2 1748.25 4 -4070.44 2107 Min. -129 -5228.78 4 -3718.14 2 16076.30 2 -6.65 4 -78.47 4 -141.53 2 1748.25 4 -4070.44 2107 Min. -111 -5228.78 4 -3718.14 2 16076.30 2 -6.65 4 -78.47 4 -141.53 2 1748.25 4 -4070.44 2107 Max -111 4352.06 2 -5105.84 3 20238.80 4 453.83 2 148.09 2 -6.49 3 295.53 2 -1808.21 4107 Max -129 4352.06 2 -5105.84 3 20238.80 4 453.83 2 148.09 2 -6.49 3 295.53 2 -1808.21 4107 Max -130 4352.06 2 -5105.84 3 20238.80 4 453.83 2 148.09 2 -6.49 3 295.53 2 -1808.21 4107 Max -112 4352.06 2 -5105.84 3 20238.80 4 453.83 2 148.09 2 -6.49 3 295.53 2 -1808.21 4107 Min. -111 -310.04 4 -6227.39 4 12464.80 2 29.50 4 65.05 4 -27.64 2 103.37 3 -3710.53 2107 Min. -129 -310.04 4 -6227.39 4 12464.80 2 29.50 4 65.05 4 -27.64 2 103.37 3 -3710.53 2107 Min. -130 -310.04 4 -6227.39 4 12464.80 2 29.50 4 65.05 4 -27.64 2 103.37 3 -3710.53 2107 Min. -112 -310.04 4 -6227.39 4 12464.80 2 29.50 4 65.05 4 -27.64 2 103.37 3 -3710.53 2107 Max -112 3123.76 2 -4281.17 3 10723.60 4 405.99 2 72.72 2 98.14 2 -859.13 3 336.79 4107 Max -130 3123.76 2 -4281.17 3 10723.60 4 405.99 2 72.72 2 98.14 2 -859.13 3 336.79 4107 Max -131 3123.76 2 -4281.17 3 10723.60 4 405.99 2 72.72 2 98.14 2 -859.13 3 336.79 4107 Max -113 3123.76 2 -4281.17 3 10723.60 4 405.99 2 72.72 2 98.14 2 -859.13 3 336.79 4107 Min. -112 -27.70 1 -4790.95 4 6712.71 2 19.57 4 15.14 4 79.33 4 -1035.81 2 -1381.90 2107 Min. -130 -27.70 1 -4790.95 4 6712.71 2 19.57 4 15.14 4 79.33 4 -1035.81 2 -1381.90 2107 Min. -131 -27.70 1 -4790.95 4 6712.71 2 19.57 4 15.14 4 79.33 4 -1035.81 2 -1381.90 2107 Min. -113 -27.70 1 -4790.95 4 6712.71 2 19.57 4 15.14 4 79.33 4 -1035.81 2 -1381.90 2107 Max -113 -5087.05 2 -1724.32 3 4636.45 4 247.44 2 -0.45 2 133.46 2 -289.83 4 875.08 4107 Max -131 -5087.05 2 -1724.32 3 4636.45 4 247.44 2 -0.45 2 133.46 2 -289.83 4 875.08 4107 Max -123 -5087.05 2 -1724.32 3 4636.45 4 247.44 2 -0.45 2 133.46 2 -289.83 4 875.08 4107 Max 232 -5087.05 2 -1724.32 3 4636.45 4 247.44 2 -0.45 2 133.46 2 -289.83 4 875.08 4107 Min. -113 -7546.74 1 -1883.90 4 3371.57 2 12.60 4 -24.15 4 103.83 4 -542.20 2 -201.40 3107 Min. -131 -7546.74 1 -1883.90 4 3371.57 2 12.60 4 -24.15 4 103.83 4 -542.20 2 -201.40 3107 Min. -123 -7546.74 1 -1883.90 4 3371.57 2 12.60 4 -24.15 4 103.83 4 -542.20 2 -201.40 3107 Min. 232 -7546.74 1 -1883.90 4 3371.57 2 12.60 4 -24.15 4 103.83 4 -542.20 2 -201.40 3107 Max -22 6347.71 2 -712.22 2 33914.20 4 -24.80 3 742.70 1 -106.98 2 -6543.31 2 756.85 2107 Max -90 6347.71 2 -712.22 2 33914.20 4 -24.80 3 742.70 1 -106.98 2 -6543.31 2 756.85 2107 Max -104 6347.71 2 -712.22 2 33914.20 4 -24.80 3 742.70 1 -106.98 2 -6543.31 2 756.85 2107 Max -100 6347.71 2 -712.22 2 33914.20 4 -24.80 3 742.70 1 -106.98 2 -6543.31 2 756.85 2107 Min. -22 3737.59 3 -3667.76 4 25825.20 2 -55.40 2 501.83 2 -161.88 4 -8227.38 1 618.30 1107 Min. -90 3737.59 3 -3667.76 4 25825.20 2 -55.40 2 501.83 2 -161.88 4 -8227.38 1 618.30 1107 Min. -104 3737.59 3 -3667.76 4 25825.20 2 -55.40 2 501.83 2 -161.88 4 -8227.38 1 618.30 1107 Min. -100 3737.59 3 -3667.76 4 25825.20 2 -55.40 2 501.83 2 -161.88 4 -8227.38 1 618.30 1107 Max -100 4350.61 2 -13738.30 2 27748.40 4 -373.74 2 -322.90 2 -71.96 2 105.01 2 2588.48 4107 Max -104 4350.61 2 -13738.30 2 27748.40 4 -373.74 2 -322.90 2 -71.96 2 105.01 2 2588.48 4107 Max -105 4350.61 2 -13738.30 2 27748.40 4 -373.74 2 -322.90 2 -71.96 2 105.01 2 2588.48 4107 Max -101 4350.61 2 -13738.30 2 27748.40 4 -373.74 2 -322.90 2 -71.96 2 105.01 2 2588.48 4107 Min. -100 758.46 3 -18245.40 4 21245.90 2 -449.51 1 -402.35 1 -132.70 4 -1064.95 1 2263.29 3

[68]

107 Min. -104 758.46 3 -18245.40 4 21245.90 2 -449.51 1 -402.35 1 -132.70 4 -1064.95 1 2263.29 3107 Min. -105 758.46 3 -18245.40 4 21245.90 2 -449.51 1 -402.35 1 -132.70 4 -1064.95 1 2263.29 3107 Min. -101 758.46 3 -18245.40 4 21245.90 2 -449.51 1 -402.35 1 -132.70 4 -1064.95 1 2263.29 3107 Max -101 7616.12 2 -11061.20 2 13171.60 4 -400.71 2 -117.57 2 51.35 2 1339.61 4 3247.72 4107 Max -105 7616.12 2 -11061.20 2 13171.60 4 -400.71 2 -117.57 2 51.35 2 1339.61 4 3247.72 4107 Max -106 7616.12 2 -11061.20 2 13171.60 4 -400.71 2 -117.57 2 51.35 2 1339.61 4 3247.72 4107 Max -102 7616.12 2 -11061.20 2 13171.60 4 -400.71 2 -117.57 2 51.35 2 1339.61 4 3247.72 4107 Min. -101 4272.63 3 -13070.80 4 9749.34 2 -562.68 1 -281.07 1 31.40 4 1248.83 3 2785.03 2107 Min. -105 4272.63 3 -13070.80 4 9749.34 2 -562.68 1 -281.07 1 31.40 4 1248.83 3 2785.03 2107 Min. -106 4272.63 3 -13070.80 4 9749.34 2 -562.68 1 -281.07 1 31.40 4 1248.83 3 2785.03 2107 Min. -102 4272.63 3 -13070.80 4 9749.34 2 -562.68 1 -281.07 1 31.40 4 1248.83 3 2785.03 2107 Max -102 4662.42 2 -6085.79 2 6832.37 4 -222.95 2 30.18 2 100.18 1 858.84 3 2696.36 4107 Max -106 4662.42 2 -6085.79 2 6832.37 4 -222.95 2 30.18 2 100.18 1 858.84 3 2696.36 4107 Max -107 4662.42 2 -6085.79 2 6832.37 4 -222.95 2 30.18 2 100.18 1 858.84 3 2696.36 4107 Max -103 4662.42 2 -6085.79 2 6832.37 4 -222.95 2 30.18 2 100.18 1 858.84 3 2696.36 4107 Min. -102 2866.88 3 -6557.86 4 4720.31 2 -419.61 1 -57.79 1 82.49 2 381.88 2 1994.06 2107 Min. -106 2866.88 3 -6557.86 4 4720.31 2 -419.61 1 -57.79 1 82.49 2 381.88 2 1994.06 2107 Min. -107 2866.88 3 -6557.86 4 4720.31 2 -419.61 1 -57.79 1 82.49 2 381.88 2 1994.06 2107 Min. -103 2866.88 3 -6557.86 4 4720.31 2 -419.61 1 -57.79 1 82.49 2 381.88 2 1994.06 2107 Max -103 3598.30 1 -1757.26 3 2714.78 4 -56.44 2 20.18 2 76.72 1 252.51 3 1573.29 4107 Max -107 3598.30 1 -1757.26 3 2714.78 4 -56.44 2 20.18 2 76.72 1 252.51 3 1573.29 4107 Max -91 3598.30 1 -1757.26 3 2714.78 4 -56.44 2 20.18 2 76.72 1 252.51 3 1573.29 4107 Max -89 3598.30 1 -1757.26 3 2714.78 4 -56.44 2 20.18 2 76.72 1 252.51 3 1573.29 4107 Min. -103 1367.05 2 -1875.93 4 1794.40 2 -251.09 1 1.93 1 56.90 2 -56.62 2 873.13 2107 Min. -107 1367.05 2 -1875.93 4 1794.40 2 -251.09 1 1.93 1 56.90 2 -56.62 2 873.13 2107 Min. -91 1367.05 2 -1875.93 4 1794.40 2 -251.09 1 1.93 1 56.90 2 -56.62 2 873.13 2107 Min. -89 1367.05 2 -1875.93 4 1794.40 2 -251.09 1 1.93 1 56.90 2 -56.62 2 873.13 2107 Max -90 3548.83 1 -67465.40 2 50226.50 4 272.74 4 723.38 1 -69.63 2 -4747.52 2 1148.62 2107 Max 22 3548.83 1 -67465.40 2 50226.50 4 272.74 4 723.38 1 -69.63 2 -4747.52 2 1148.62 2107 Max -92 3548.83 1 -67465.40 2 50226.50 4 272.74 4 723.38 1 -69.63 2 -4747.52 2 1148.62 2107 Max -104 3548.83 1 -67465.40 2 50226.50 4 272.74 4 723.38 1 -69.63 2 -4747.52 2 1148.62 2107 Min. -90 1504.18 4 -88518.90 4 39787.20 2 230.08 3 508.99 2 -157.37 1 -6372.90 1 17.92 3107 Min. 22 1504.18 4 -88518.90 4 39787.20 2 230.08 3 508.99 2 -157.37 1 -6372.90 1 17.92 3107 Min. -92 1504.18 4 -88518.90 4 39787.20 2 230.08 3 508.99 2 -157.37 1 -6372.90 1 17.92 3107 Min. -104 1504.18 4 -88518.90 4 39787.20 2 230.08 3 508.99 2 -157.37 1 -6372.90 1 17.92 3107 Max -104 20228.90 4 -35330.10 2 14926.80 4 650.11 2 -100.34 2 -2.08 2 1868.73 4 7738.43 2107 Max -92 20228.90 4 -35330.10 2 14926.80 4 650.11 2 -100.34 2 -2.08 2 1868.73 4 7738.43 2107 Max -93 20228.90 4 -35330.10 2 14926.80 4 650.11 2 -100.34 2 -2.08 2 1868.73 4 7738.43 2107 Max -105 20228.90 4 -35330.10 2 14926.80 4 650.11 2 -100.34 2 -2.08 2 1868.73 4 7738.43 2107 Min. -104 17040.70 3 -45000.20 4 11546.50 3 487.57 3 -183.37 1 -122.09 1 1587.06 3 7116.79 3107 Min. -92 17040.70 3 -45000.20 4 11546.50 3 487.57 3 -183.37 1 -122.09 1 1587.06 3 7116.79 3107 Min. -93 17040.70 3 -45000.20 4 11546.50 3 487.57 3 -183.37 1 -122.09 1 1587.06 3 7116.79 3107 Min. -105 17040.70 3 -45000.20 4 11546.50 3 487.57 3 -183.37 1 -122.09 1 1587.06 3 7116.79 3107 Max 2 5935.70 4 -52456.00 2 -29586.50 2 272.18 1 273.38 1 58.39 2 -1985.32 2 560.56 2107 Max -73 5935.70 4 -52456.00 2 -29586.50 2 272.18 1 273.38 1 58.39 2 -1985.32 2 560.56 2107 Max -83 5935.70 4 -52456.00 2 -29586.50 2 272.18 1 273.38 1 58.39 2 -1985.32 2 560.56 2107 Max -76 5935.70 4 -52456.00 2 -29586.50 2 272.18 1 273.38 1 58.39 2 -1985.32 2 560.56 2107 Min. 2 -2776.03 2 -66430.60 1 -37542.90 1 11.50 2 244.47 2 -43.40 4 -2919.48 1 -1765.51 1107 Min. -73 -2776.03 2 -66430.60 1 -37542.90 1 11.50 2 244.47 2 -43.40 4 -2919.48 1 -1765.51 1107 Min. -83 -2776.03 2 -66430.60 1 -37542.90 1 11.50 2 244.47 2 -43.40 4 -2919.48 1 -1765.51 1107 Min. -76 -2776.03 2 -66430.60 1 -37542.90 1 11.50 2 244.47 2 -43.40 4 -2919.48 1 -1765.51 1107 Max 12 14389.80 4 12958.70 4 6468.11 4 176.95 2 423.33 4 163.83 4 -3316.42 2 216.09 4107 Max -87 14389.80 4 12958.70 4 6468.11 4 176.95 2 423.33 4 163.83 4 -3316.42 2 216.09 4107 Max -96 14389.80 4 12958.70 4 6468.11 4 176.95 2 423.33 4 163.83 4 -3316.42 2 216.09 4107 Max -75 14389.80 4 12958.70 4 6468.11 4 176.95 2 423.33 4 163.83 4 -3316.42 2 216.09 4107 Min. 12 10333.60 3 10158.10 2 2165.73 2 16.89 4 300.28 2 38.34 2 -5397.42 4 -1205.95 2107 Min. -87 10333.60 3 10158.10 2 2165.73 2 16.89 4 300.28 2 38.34 2 -5397.42 4 -1205.95 2107 Min. -96 10333.60 3 10158.10 2 2165.73 2 16.89 4 300.28 2 38.34 2 -5397.42 4 -1205.95 2107 Min. -75 10333.60 3 10158.10 2 2165.73 2 16.89 4 300.28 2 38.34 2 -5397.42 4 -1205.95 2107 Max 22 6153.38 4 -64491.20 2 -32267.00 2 184.67 1 708.21 4 150.88 4 -3306.06 2 1224.89 2107 Max -26 6153.38 4 -64491.20 2 -32267.00 2 184.67 1 708.21 4 150.88 4 -3306.06 2 1224.89 2107 Max -114 6153.38 4 -64491.20 2 -32267.00 2 184.67 1 708.21 4 150.88 4 -3306.06 2 1224.89 2107 Max -92 6153.38 4 -64491.20 2 -32267.00 2 184.67 1 708.21 4 150.88 4 -3306.06 2 1224.89 2107 Min. 22 -2918.20 2 -78330.10 1 -45781.00 1 4.74 2 437.08 2 100.10 2 -6877.05 4 -605.02 1107 Min. -26 -2918.20 2 -78330.10 1 -45781.00 1 4.74 2 437.08 2 100.10 2 -6877.05 4 -605.02 1107 Min. -114 -2918.20 2 -78330.10 1 -45781.00 1 4.74 2 437.08 2 100.10 2 -6877.05 4 -605.02 1107 Min. -92 -2918.20 2 -78330.10 1 -45781.00 1 4.74 2 437.08 2 100.10 2 -6877.05 4 -605.02 1107 Max 32 11013.90 1 10020.30 1 18693.60 4 93.55 2 186.07 4 -83.88 3 -1045.68 2 -890.74 4107 Max -122 11013.90 1 10020.30 1 18693.60 4 93.55 2 186.07 4 -83.88 3 -1045.68 2 -890.74 4107 Max -128 11013.90 1 10020.30 1 18693.60 4 93.55 2 186.07 4 -83.88 3 -1045.68 2 -890.74 4107 Max -110 11013.90 1 10020.30 1 18693.60 4 93.55 2 186.07 4 -83.88 3 -1045.68 2 -890.74 4107 Min. 32 7695.48 2 7365.22 2 8838.58 2 30.10 4 81.35 2 -115.18 2 -2149.56 4 -1476.92 2107 Min. -122 7695.48 2 7365.22 2 8838.58 2 30.10 4 81.35 2 -115.18 2 -2149.56 4 -1476.92 2107 Min. -128 7695.48 2 7365.22 2 8838.58 2 30.10 4 81.35 2 -115.18 2 -2149.56 4 -1476.92 2107 Min. -110 7695.48 2 7365.22 2 8838.58 2 30.10 4 81.35 2 -115.18 2 -2149.56 4 -1476.92 2107 Max -96 251.85 2 3797.72 3 17788.50 4 -421.37 2 -341.31 2 108.51 1 327.41 2 -580.13 4107 Max -100 251.85 2 3797.72 3 17788.50 4 -421.37 2 -341.31 2 108.51 1 327.41 2 -580.13 4107 Max -101 251.85 2 3797.72 3 17788.50 4 -421.37 2 -341.31 2 108.51 1 327.41 2 -580.13 4107 Max -97 251.85 2 3797.72 3 17788.50 4 -421.37 2 -341.31 2 108.51 1 327.41 2 -580.13 4107 Min. -96 -4167.32 3 3098.05 2 11682.70 2 -601.49 4 -455.97 4 81.02 2 -943.71 4 -1625.39 2107 Min. -100 -4167.32 3 3098.05 2 11682.70 2 -601.49 4 -455.97 4 81.02 2 -943.71 4 -1625.39 2107 Min. -101 -4167.32 3 3098.05 2 11682.70 2 -601.49 4 -455.97 4 81.02 2 -943.71 4 -1625.39 2107 Min. -97 -4167.32 3 3098.05 2 11682.70 2 -601.49 4 -455.97 4 81.02 2 -943.71 4 -1625.39 2107 Max -97 2564.29 2 -3806.83 2 12684.00 4 -452.02 2 -118.21 2 -1.91 1 1191.07 3 -1190.57 4107 Max -101 2564.29 2 -3806.83 2 12684.00 4 -452.02 2 -118.21 2 -1.91 1 1191.07 3 -1190.57 4107 Max -102 2564.29 2 -3806.83 2 12684.00 4 -452.02 2 -118.21 2 -1.91 1 1191.07 3 -1190.57 4107 Max -98 2564.29 2 -3806.83 2 12684.00 4 -452.02 2 -118.21 2 -1.91 1 1191.07 3 -1190.57 4107 Min. -97 -1246.36 4 -4022.42 4 8450.28 2 -742.61 4 -306.02 4 -32.58 2 1141.51 4 -2363.19 2107 Min. -101 -1246.36 4 -4022.42 4 8450.28 2 -742.61 4 -306.02 4 -32.58 2 1141.51 4 -2363.19 2107 Min. -102 -1246.36 4 -4022.42 4 8450.28 2 -742.61 4 -306.02 4 -32.58 2 1141.51 4 -2363.19 2107 Min. -98 -1246.36 4 -4022.42 4 8450.28 2 -742.61 4 -306.02 4 -32.58 2 1141.51 4 -2363.19 2107 Max -98 2459.45 2 -4147.76 2 7831.05 4 -263.01 2 20.27 2 -47.63 1 1225.96 1 -845.75 4107 Max -102 2459.45 2 -4147.76 2 7831.05 4 -263.01 2 20.27 2 -47.63 1 1225.96 1 -845.75 4107 Max -103 2459.45 2 -4147.76 2 7831.05 4 -263.01 2 20.27 2 -47.63 1 1225.96 1 -845.75 4107 Max -99 2459.45 2 -4147.76 2 7831.05 4 -263.01 2 20.27 2 -47.63 1 1225.96 1 -845.75 4107 Min. -98 154.57 4 -4326.41 1 5309.60 2 -569.80 4 -80.50 4 -60.69 2 493.54 2 -1583.69 2107 Min. -102 154.57 4 -4326.41 1 5309.60 2 -569.80 4 -80.50 4 -60.69 2 493.54 2 -1583.69 2107 Min. -103 154.57 4 -4326.41 1 5309.60 2 -569.80 4 -80.50 4 -60.69 2 493.54 2 -1583.69 2107 Min. -99 154.57 4 -4326.41 1 5309.60 2 -569.80 4 -80.50 4 -60.69 2 493.54 2 -1583.69 2107 Max -77 1402.54 2 74.98 4 6600.31 4 697.45 2 49.42 2 -15.93 4 189.72 3 -6307.18 4107 Max -97 1402.54 2 74.98 4 6600.31 4 697.45 2 49.42 2 -15.93 4 189.72 3 -6307.18 4107 Max -98 1402.54 2 74.98 4 6600.31 4 697.45 2 49.42 2 -15.93 4 189.72 3 -6307.18 4107 Max -79 1402.54 2 74.98 4 6600.31 4 697.45 2 49.42 2 -15.93 4 189.72 3 -6307.18 4107 Min. -77 -3693.39 4 -623.07 3 3037.89 3 -28.77 4 -93.80 4 -59.28 2 98.31 2 -8440.28 2107 Min. -97 -3693.39 4 -623.07 3 3037.89 3 -28.77 4 -93.80 4 -59.28 2 98.31 2 -8440.28 2107 Min. -98 -3693.39 4 -623.07 3 3037.89 3 -28.77 4 -93.80 4 -59.28 2 98.31 2 -8440.28 2107 Min. -79 -3693.39 4 -623.07 3 3037.89 3 -28.77 4 -93.80 4 -59.28 2 98.31 2 -8440.28 2

[69]

107 Max -122 1480.94 1 -51149.80 2 41997.50 4 242.40 4 314.78 4 55.20 2 -2866.91 2 1981.48 2107 Max 42 1480.94 1 -51149.80 2 41997.50 4 242.40 4 314.78 4 55.20 2 -2866.91 2 1981.48 2107 Max -124 1480.94 1 -51149.80 2 41997.50 4 242.40 4 314.78 4 55.20 2 -2866.91 2 1981.48 2107 Max -128 1480.94 1 -51149.80 2 41997.50 4 242.40 4 314.78 4 55.20 2 -2866.91 2 1981.48 2107 Min. -122 -3579.75 4 -66468.00 4 28278.50 2 199.44 3 210.86 2 15.91 4 -3571.19 4 1561.84 3107 Min. 42 -3579.75 4 -66468.00 4 28278.50 2 199.44 3 210.86 2 15.91 4 -3571.19 4 1561.84 3107 Min. -124 -3579.75 4 -66468.00 4 28278.50 2 199.44 3 210.86 2 15.91 4 -3571.19 4 1561.84 3107 Min. -128 -3579.75 4 -66468.00 4 28278.50 2 199.44 3 210.86 2 15.91 4 -3571.19 4 1561.84 3107 Max -83 -2417.21 4 -6404.29 4 -22744.90 2 249.32 4 -21.06 3 112.86 4 2064.66 4 2228.14 4107 Max -75 -2417.21 4 -6404.29 4 -22744.90 2 249.32 4 -21.06 3 112.86 4 2064.66 4 2228.14 4107 Max -77 -2417.21 4 -6404.29 4 -22744.90 2 249.32 4 -21.06 3 112.86 4 2064.66 4 2228.14 4107 Max -84 -2417.21 4 -6404.29 4 -22744.90 2 249.32 4 -21.06 3 112.86 4 2064.66 4 2228.14 4107 Min. -83 -12052.60 2 -8314.59 1 -27375.20 1 -282.69 2 -78.91 2 -44.85 2 -142.22 2 -1522.34 2107 Min. -75 -12052.60 2 -8314.59 1 -27375.20 1 -282.69 2 -78.91 2 -44.85 2 -142.22 2 -1522.34 2107 Min. -77 -12052.60 2 -8314.59 1 -27375.20 1 -282.69 2 -78.91 2 -44.85 2 -142.22 2 -1522.34 2107 Min. -84 -12052.60 2 -8314.59 1 -27375.20 1 -282.69 2 -78.91 2 -44.85 2 -142.22 2 -1522.34 2107 Max -84 2981.21 3 -6491.14 2 -14478.70 2 407.20 4 97.89 4 -4.85 4 -2.38 1 1671.28 4107 Max -77 2981.21 3 -6491.14 2 -14478.70 2 407.20 4 97.89 4 -4.85 4 -2.38 1 1671.28 4107 Max -79 2981.21 3 -6491.14 2 -14478.70 2 407.20 4 97.89 4 -4.85 4 -2.38 1 1671.28 4107 Max -85 2981.21 3 -6491.14 2 -14478.70 2 407.20 4 97.89 4 -4.85 4 -2.38 1 1671.28 4107 Min. -84 -8905.44 2 -7792.66 1 -16838.10 1 -386.53 2 -71.98 2 -22.05 2 -51.51 2 -1439.91 2107 Min. -77 -8905.44 2 -7792.66 1 -16838.10 1 -386.53 2 -71.98 2 -22.05 2 -51.51 2 -1439.91 2107 Min. -79 -8905.44 2 -7792.66 1 -16838.10 1 -386.53 2 -71.98 2 -22.05 2 -51.51 2 -1439.91 2107 Min. -85 -8905.44 2 -7792.66 1 -16838.10 1 -386.53 2 -71.98 2 -22.05 2 -51.51 2 -1439.91 2107 Max -85 2938.30 3 -4022.19 2 -6641.20 4 390.15 4 40.63 4 13.24 2 143.46 2 548.32 4107 Max -79 2938.30 3 -4022.19 2 -6641.20 4 390.15 4 40.63 4 13.24 2 143.46 2 548.32 4107 Max -81 2938.30 3 -4022.19 2 -6641.20 4 390.15 4 40.63 4 13.24 2 143.46 2 548.32 4107 Max -86 2938.30 3 -4022.19 2 -6641.20 4 390.15 4 40.63 4 13.24 2 143.46 2 548.32 4107 Min. -85 -5448.91 2 -4747.17 1 -7694.40 1 -309.11 2 -55.44 2 -94.33 4 -1102.20 4 -1265.44 2107 Min. -79 -5448.91 2 -4747.17 1 -7694.40 1 -309.11 2 -55.44 2 -94.33 4 -1102.20 4 -1265.44 2107 Min. -81 -5448.91 2 -4747.17 1 -7694.40 1 -309.11 2 -55.44 2 -94.33 4 -1102.20 4 -1265.44 2107 Min. -86 -5448.91 2 -4747.17 1 -7694.40 1 -309.11 2 -55.44 2 -94.33 4 -1102.20 4 -1265.44 2107 Max -86 -4298.38 1 -1299.91 2 -2633.74 3 333.44 4 3.00 4 13.59 2 469.39 2 944.59 4107 Max -81 -4298.38 1 -1299.91 2 -2633.74 3 333.44 4 3.00 4 13.59 2 469.39 2 944.59 4107 Max 212 -4298.38 1 -1299.91 2 -2633.74 3 333.44 4 3.00 4 13.59 2 469.39 2 944.59 4107 Max -74 -4298.38 1 -1299.91 2 -2633.74 3 333.44 4 3.00 4 13.59 2 469.39 2 944.59 4107 Min. -86 -5543.44 4 -1676.26 1 -3114.19 2 -103.10 2 -23.72 2 -111.68 4 -545.64 4 -195.06 1107 Min. -81 -5543.44 4 -1676.26 1 -3114.19 2 -103.10 2 -23.72 2 -111.68 4 -545.64 4 -195.06 1107 Min. 212 -5543.44 4 -1676.26 1 -3114.19 2 -103.10 2 -23.72 2 -111.68 4 -545.64 4 -195.06 1107 Min. -74 -5543.44 4 -1676.26 1 -3114.19 2 -103.10 2 -23.72 2 -111.68 4 -545.64 4 -195.06 1107 Max -75 454.50 2 7367.81 4 7098.79 4 513.24 2 -105.32 2 232.31 4 1385.35 2 -5154.92 4107 Max -96 454.50 2 7367.81 4 7098.79 4 513.24 2 -105.32 2 232.31 4 1385.35 2 -5154.92 4107 Max -97 454.50 2 7367.81 4 7098.79 4 513.24 2 -105.32 2 232.31 4 1385.35 2 -5154.92 4107 Max -77 454.50 2 7367.81 4 7098.79 4 513.24 2 -105.32 2 232.31 4 1385.35 2 -5154.92 4107 Min. -75 -4255.47 3 5632.10 2 2092.38 2 -24.52 4 -228.46 4 38.79 2 574.40 3 -7163.72 2107 Min. -96 -4255.47 3 5632.10 2 2092.38 2 -24.52 4 -228.46 4 38.79 2 574.40 3 -7163.72 2107 Min. -97 -4255.47 3 5632.10 2 2092.38 2 -24.52 4 -228.46 4 38.79 2 574.40 3 -7163.72 2107 Min. -77 -4255.47 3 5632.10 2 2092.38 2 -24.52 4 -228.46 4 38.79 2 574.40 3 -7163.72 2107 Max -87 10462.00 2 17600.40 1 13754.30 4 -96.55 2 697.74 4 55.15 3 -6818.38 2 -183.00 4107 Max -22 10462.00 2 17600.40 1 13754.30 4 -96.55 2 697.74 4 55.15 3 -6818.38 2 -183.00 4107 Max -100 10462.00 2 17600.40 1 13754.30 4 -96.55 2 697.74 4 55.15 3 -6818.38 2 -183.00 4107 Max -96 10462.00 2 17600.40 1 13754.30 4 -96.55 2 697.74 4 55.15 3 -6818.38 2 -183.00 4107 Min. -87 8051.15 3 15183.10 2 8663.14 2 -126.31 4 456.81 2 46.81 4 -9135.65 4 -535.30 2107 Min. -22 8051.15 3 15183.10 2 8663.14 2 -126.31 4 456.81 2 46.81 4 -9135.65 4 -535.30 2107 Min. -100 8051.15 3 15183.10 2 8663.14 2 -126.31 4 456.81 2 46.81 4 -9135.65 4 -535.30 2107 Min. -96 8051.15 3 15183.10 2 8663.14 2 -126.31 4 456.81 2 46.81 4 -9135.65 4 -535.30 2107 Max -79 1709.83 2 -2156.32 2 6320.15 4 499.91 2 55.05 2 -39.54 2 401.12 1 -3836.06 4107 Max -98 1709.83 2 -2156.32 2 6320.15 4 499.91 2 55.05 2 -39.54 2 401.12 1 -3836.06 4107 Max -99 1709.83 2 -2156.32 2 6320.15 4 499.91 2 55.05 2 -39.54 2 401.12 1 -3836.06 4107 Max -81 1709.83 2 -2156.32 2 6320.15 4 499.91 2 55.05 2 -39.54 2 401.12 1 -3836.06 4107 Min. -79 -1618.79 4 -2872.60 3 3650.35 2 -57.77 4 -32.98 4 -135.02 4 -499.75 2 -4901.36 2107 Min. -98 -1618.79 4 -2872.60 3 3650.35 2 -57.77 4 -32.98 4 -135.02 4 -499.75 2 -4901.36 2107 Min. -99 -1618.79 4 -2872.60 3 3650.35 2 -57.77 4 -32.98 4 -135.02 4 -499.75 2 -4901.36 2107 Min. -81 -1618.79 4 -2872.60 3 3650.35 2 -57.77 4 -32.98 4 -135.02 4 -499.75 2 -4901.36 2107 Max -81 -3400.79 1 -1064.47 2 4032.17 4 204.45 2 16.77 2 10.14 2 348.96 4 -1626.85 2107 Max -99 -3400.79 1 -1064.47 2 4032.17 4 204.45 2 16.77 2 10.14 2 348.96 4 -1626.85 2107 Max -88 -3400.79 1 -1064.47 2 4032.17 4 204.45 2 16.77 2 10.14 2 348.96 4 -1626.85 2107 Max 212 -3400.79 1 -1064.47 2 4032.17 4 204.45 2 16.77 2 10.14 2 348.96 4 -1626.85 2107 Min. -81 -6127.42 4 -1235.31 3 3083.20 2 -23.04 4 -3.71 4 -108.03 1 -303.96 2 -2385.32 1107 Min. -99 -6127.42 4 -1235.31 3 3083.20 2 -23.04 4 -3.71 4 -108.03 1 -303.96 2 -2385.32 1107 Min. -88 -6127.42 4 -1235.31 3 3083.20 2 -23.04 4 -3.71 4 -108.03 1 -303.96 2 -2385.32 1107 Min. 212 -6127.42 4 -1235.31 3 3083.20 2 -23.04 4 -3.71 4 -108.03 1 -303.96 2 -2385.32 1107 Max -128 5689.37 2 -30672.30 2 28632.40 4 615.21 4 18.39 2 156.48 2 1298.15 2 7037.08 4107 Max -124 5689.37 2 -30672.30 2 28632.40 4 615.21 4 18.39 2 156.48 2 1298.15 2 7037.08 4107 Max -125 5689.37 2 -30672.30 2 28632.40 4 615.21 4 18.39 2 156.48 2 1298.15 2 7037.08 4107 Max -129 5689.37 2 -30672.30 2 28632.40 4 615.21 4 18.39 2 156.48 2 1298.15 2 7037.08 4107 Min. -128 4254.03 1 -38849.70 4 18363.00 2 529.19 3 -9.56 1 111.84 1 974.73 3 6196.96 2107 Min. -124 4254.03 1 -38849.70 4 18363.00 2 529.19 3 -9.56 1 111.84 1 974.73 3 6196.96 2107 Min. -125 4254.03 1 -38849.70 4 18363.00 2 529.19 3 -9.56 1 111.84 1 974.73 3 6196.96 2107 Min. -129 4254.03 1 -38849.70 4 18363.00 2 529.19 3 -9.56 1 111.84 1 974.73 3 6196.96 2107 Max -130 7319.97 4 -5720.67 3 8191.58 4 789.59 4 99.96 2 -47.43 4 -115.02 4 4751.27 4107 Max -126 7319.97 4 -5720.67 3 8191.58 4 789.59 4 99.96 2 -47.43 4 -115.02 4 4751.27 4107 Max -127 7319.97 4 -5720.67 3 8191.58 4 789.59 4 99.96 2 -47.43 4 -115.02 4 4751.27 4107 Max -131 7319.97 4 -5720.67 3 8191.58 4 789.59 4 99.96 2 -47.43 4 -115.02 4 4751.27 4107 Min. -130 6118.94 3 -6936.65 4 4844.82 2 637.24 3 78.53 1 -86.28 2 -247.29 2 3278.54 2107 Min. -126 6118.94 3 -6936.65 4 4844.82 2 637.24 3 78.53 1 -86.28 2 -247.29 2 3278.54 2107 Min. -127 6118.94 3 -6936.65 4 4844.82 2 637.24 3 78.53 1 -86.28 2 -247.29 2 3278.54 2107 Min. -131 6118.94 3 -6936.65 4 4844.82 2 637.24 3 78.53 1 -86.28 2 -247.29 2 3278.54 2107 Max -131 217.67 4 -1533.39 3 2044.54 4 450.43 4 36.58 4 -59.54 4 -102.80 2 1595.15 4107 Max -127 217.67 4 -1533.39 3 2044.54 4 450.43 4 36.58 4 -59.54 4 -102.80 2 1595.15 4107 Max 242 217.67 4 -1533.39 3 2044.54 4 450.43 4 36.58 4 -59.54 4 -102.80 2 1595.15 4107 Max -123 217.67 4 -1533.39 3 2044.54 4 450.43 4 36.58 4 -59.54 4 -102.80 2 1595.15 4107 Min. -131 -1749.43 3 -1788.90 2 1042.68 2 241.02 3 21.70 3 -110.71 2 -219.15 4 251.71 3107 Min. -127 -1749.43 3 -1788.90 2 1042.68 2 241.02 3 21.70 3 -110.71 2 -219.15 4 251.71 3107 Min. 242 -1749.43 3 -1788.90 2 1042.68 2 241.02 3 21.70 3 -110.71 2 -219.15 4 251.71 3107 Min. -123 -1749.43 3 -1788.90 2 1042.68 2 241.02 3 21.70 3 -110.71 2 -219.15 4 251.71 3107 Max -129 11093.30 2 -14799.60 3 14065.10 4 896.72 4 192.83 2 42.91 3 -303.84 3 7339.84 4107 Max -125 11093.30 2 -14799.60 3 14065.10 4 896.72 4 192.83 2 42.91 3 -303.84 3 7339.84 4107 Max -126 11093.30 2 -14799.60 3 14065.10 4 896.72 4 192.83 2 42.91 3 -303.84 3 7339.84 4107 Max -130 11093.30 2 -14799.60 3 14065.10 4 896.72 4 192.83 2 42.91 3 -303.84 3 7339.84 4107 Min. -129 9848.91 1 -17839.60 4 8197.45 2 771.05 3 147.04 3 39.53 1 -394.48 2 5902.42 2107 Min. -125 9848.91 1 -17839.60 4 8197.45 2 771.05 3 147.04 3 39.53 1 -394.48 2 5902.42 2107 Min. -126 9848.91 1 -17839.60 4 8197.45 2 771.05 3 147.04 3 39.53 1 -394.48 2 5902.42 2107 Min. -130 9848.91 1 -17839.60 4 8197.45 2 771.05 3 147.04 3 39.53 1 -394.48 2 5902.42 2108 Max 31 13414.10 3 10489.90 3 18693.60 4 -30.10 4 -81.35 2 115.18 2 2352.12 3 1476.92 2108 Max -165 13414.10 3 10489.90 3 18693.60 4 -30.10 4 -81.35 2 115.18 2 2352.12 3 1476.92 2108 Max -167 13414.10 3 10489.90 3 18693.60 4 -30.10 4 -81.35 2 115.18 2 2352.12 3 1476.92 2

[70]

108 Max -58 13414.10 3 10489.90 3 18693.60 4 -30.10 4 -81.35 2 115.18 2 2352.12 3 1476.92 2108 Min. 31 7695.48 2 7365.22 2 8838.58 2 -93.55 2 -203.34 3 90.25 1 1045.68 2 890.74 4108 Min. -165 7695.48 2 7365.22 2 8838.58 2 -93.55 2 -203.34 3 90.25 1 1045.68 2 890.74 4108 Min. -167 7695.48 2 7365.22 2 8838.58 2 -93.55 2 -203.34 3 90.25 1 1045.68 2 890.74 4108 Min. -58 7695.48 2 7365.22 2 8838.58 2 -93.55 2 -203.34 3 90.25 1 1045.68 2 890.74 4108 Max -44 1402.54 2 74.98 4 6600.31 4 28.77 4 94.39 3 59.28 2 -98.31 2 8440.28 2108 Max -144 1402.54 2 74.98 4 6600.31 4 28.77 4 94.39 3 59.28 2 -98.31 2 8440.28 2108 Max -145 1402.54 2 74.98 4 6600.31 4 28.77 4 94.39 3 59.28 2 -98.31 2 8440.28 2108 Max -46 1402.54 2 74.98 4 6600.31 4 28.77 4 94.39 3 59.28 2 -98.31 2 8440.28 2108 Min. -44 -3693.39 4 -349.09 1 3252.25 2 -697.45 2 -49.42 2 5.33 3 -168.16 3 6307.18 4108 Min. -144 -3693.39 4 -349.09 1 3252.25 2 -697.45 2 -49.42 2 5.33 3 -168.16 3 6307.18 4108 Min. -145 -3693.39 4 -349.09 1 3252.25 2 -697.45 2 -49.42 2 5.33 3 -168.16 3 6307.18 4108 Min. -46 -3693.39 4 -349.09 1 3252.25 2 -697.45 2 -49.42 2 5.33 3 -168.16 3 6307.18 4108 Max 21 6153.38 4 -64491.20 2 -32267.00 2 -4.74 2 -437.08 2 -100.10 2 7530.85 3 1136.03 3108 Max -25 6153.38 4 -64491.20 2 -32267.00 2 -4.74 2 -437.08 2 -100.10 2 7530.85 3 1136.03 3108 Max -157 6153.38 4 -64491.20 2 -32267.00 2 -4.74 2 -437.08 2 -100.10 2 7530.85 3 1136.03 3108 Max -50 6153.38 4 -64491.20 2 -32267.00 2 -4.74 2 -437.08 2 -100.10 2 7530.85 3 1136.03 3108 Min. 21 -2918.20 2 -84496.90 3 -48512.20 3 -218.32 3 -764.13 3 -159.16 3 3306.06 2 -1224.89 2108 Min. -25 -2918.20 2 -84496.90 3 -48512.20 3 -218.32 3 -764.13 3 -159.16 3 3306.06 2 -1224.89 2108 Min. -157 -2918.20 2 -84496.90 3 -48512.20 3 -218.32 3 -764.13 3 -159.16 3 3306.06 2 -1224.89 2108 Min. -50 -2918.20 2 -84496.90 3 -48512.20 3 -218.32 3 -764.13 3 -159.16 3 3306.06 2 -1224.89 2108 Max -141 4869.59 3 -67465.40 2 50226.50 4 -247.54 1 -508.99 2 175.66 3 7086.26 3 -340.39 1108 Max 21 4869.59 3 -67465.40 2 50226.50 4 -247.54 1 -508.99 2 175.66 3 7086.26 3 -340.39 1108 Max -50 4869.59 3 -67465.40 2 50226.50 4 -247.54 1 -508.99 2 175.66 3 7086.26 3 -340.39 1108 Max -151 4869.59 3 -67465.40 2 50226.50 4 -247.54 1 -508.99 2 175.66 3 7086.26 3 -340.39 1108 Min. -141 1504.18 4 -94881.80 3 39787.20 2 -294.33 3 -785.83 3 69.63 2 4747.52 2 -1148.62 2108 Min. 21 1504.18 4 -94881.80 3 39787.20 2 -294.33 3 -785.83 3 69.63 2 4747.52 2 -1148.62 2108 Min. -50 1504.18 4 -94881.80 3 39787.20 2 -294.33 3 -785.83 3 69.63 2 4747.52 2 -1148.62 2108 Min. -151 1504.18 4 -94881.80 3 39787.20 2 -294.33 3 -785.83 3 69.63 2 4747.52 2 -1148.62 2108 Max 1 5935.70 4 -52456.00 2 -29586.50 2 -11.50 2 -244.47 2 43.40 4 3547.98 3 2182.71 3108 Max -132 5935.70 4 -52456.00 2 -29586.50 2 -11.50 2 -244.47 2 43.40 4 3547.98 3 2182.71 3108 Max -134 5935.70 4 -52456.00 2 -29586.50 2 -11.50 2 -244.47 2 43.40 4 3547.98 3 2182.71 3108 Max -34 5935.70 4 -52456.00 2 -29586.50 2 -11.50 2 -244.47 2 43.40 4 3547.98 3 2182.71 3108 Min. 1 -2776.03 2 -70799.00 3 -38470.20 3 -272.18 1 -298.69 3 -58.39 2 1985.32 2 -560.56 2108 Min. -132 -2776.03 2 -70799.00 3 -38470.20 3 -272.18 1 -298.69 3 -58.39 2 1985.32 2 -560.56 2108 Min. -134 -2776.03 2 -70799.00 3 -38470.20 3 -272.18 1 -298.69 3 -58.39 2 1985.32 2 -560.56 2108 Min. -34 -2776.03 2 -70799.00 3 -38470.20 3 -272.18 1 -298.69 3 -58.39 2 1985.32 2 -560.56 2108 Max 11 15210.80 3 13299.00 3 6468.11 4 -16.89 4 -300.28 2 -38.34 2 5835.50 3 1205.95 2108 Max -138 15210.80 3 13299.00 3 6468.11 4 -16.89 4 -300.28 2 -38.34 2 5835.50 3 1205.95 2108 Max -143 15210.80 3 13299.00 3 6468.11 4 -16.89 4 -300.28 2 -38.34 2 5835.50 3 1205.95 2108 Max -42 15210.80 3 13299.00 3 6468.11 4 -16.89 4 -300.28 2 -38.34 2 5835.50 3 1205.95 2108 Min. 11 12283.60 2 10158.10 2 2165.73 2 -176.95 2 -456.66 3 -189.11 3 3316.42 2 -216.09 4108 Min. -138 12283.60 2 10158.10 2 2165.73 2 -176.95 2 -456.66 3 -189.11 3 3316.42 2 -216.09 4108 Min. -143 12283.60 2 10158.10 2 2165.73 2 -176.95 2 -456.66 3 -189.11 3 3316.42 2 -216.09 4108 Min. -42 12283.60 2 10158.10 2 2165.73 2 -176.95 2 -456.66 3 -189.11 3 3316.42 2 -216.09 4108 Max -52 10522.60 3 -15766.40 2 -4174.21 2 203.45 2 106.86 2 38.98 1 364.10 2 9074.00 3108 Max -158 10522.60 3 -15766.40 2 -4174.21 2 203.45 2 106.86 2 38.98 1 364.10 2 9074.00 3108 Max -159 10522.60 3 -15766.40 2 -4174.21 2 203.45 2 106.86 2 38.98 1 364.10 2 9074.00 3108 Max -54 10522.60 3 -15766.40 2 -4174.21 2 203.45 2 106.86 2 38.98 1 364.10 2 9074.00 3108 Min. -52 -1685.22 2 -19275.50 3 -7251.73 3 -511.95 3 56.62 1 -41.93 2 5.95 1 -450.78 2108 Min. -158 -1685.22 2 -19275.50 3 -7251.73 3 -511.95 3 56.62 1 -41.93 2 5.95 1 -450.78 2108 Min. -159 -1685.22 2 -19275.50 3 -7251.73 3 -511.95 3 56.62 1 -41.93 2 5.95 1 -450.78 2108 Min. -54 -1685.22 2 -19275.50 3 -7251.73 3 -511.95 3 56.62 1 -41.93 2 5.95 1 -450.78 2108 Max -54 5343.85 3 -6664.91 2 -2667.57 2 166.59 2 72.19 2 88.29 3 13.94 4 6553.97 3108 Max -159 5343.85 3 -6664.91 2 -2667.57 2 166.59 2 72.19 2 88.29 3 13.94 4 6553.97 3108 Max -160 5343.85 3 -6664.91 2 -2667.57 2 166.59 2 72.19 2 88.29 3 13.94 4 6553.97 3108 Max -56 5343.85 3 -6664.91 2 -2667.57 2 166.59 2 72.19 2 88.29 3 13.94 4 6553.97 3108 Min. -54 -2644.89 2 -7784.20 3 -4511.72 1 -405.68 3 -11.32 3 50.28 2 -186.02 2 242.01 2108 Min. -159 -2644.89 2 -7784.20 3 -4511.72 1 -405.68 3 -11.32 3 50.28 2 -186.02 2 242.01 2108 Min. -160 -2644.89 2 -7784.20 3 -4511.72 1 -405.68 3 -11.32 3 50.28 2 -186.02 2 242.01 2108 Min. -56 -2644.89 2 -7784.20 3 -4511.72 1 -405.68 3 -11.32 3 50.28 2 -186.02 2 242.01 2108 Max -56 4721.04 3 -1515.37 2 -1610.41 4 39.60 2 6.06 2 73.30 2 479.47 3 3617.70 3108 Max -160 4721.04 3 -1515.37 2 -1610.41 4 39.60 2 6.06 2 73.30 2 479.47 3 3617.70 3108 Max -155 4721.04 3 -1515.37 2 -1610.41 4 39.60 2 6.06 2 73.30 2 479.47 3 3617.70 3108 Max 221 4721.04 3 -1515.37 2 -1610.41 4 39.60 2 6.06 2 73.30 2 479.47 3 3617.70 3108 Min. -56 1464.97 2 -1812.69 3 -2254.40 1 -269.46 3 -36.46 3 57.72 4 14.81 2 726.12 2108 Min. -160 1464.97 2 -1812.69 3 -2254.40 1 -269.46 3 -36.46 3 57.72 4 14.81 2 726.12 2108 Min. -155 1464.97 2 -1812.69 3 -2254.40 1 -269.46 3 -36.46 3 57.72 4 14.81 2 726.12 2108 Min. 221 1464.97 2 -1812.69 3 -2254.40 1 -269.46 3 -36.46 3 57.72 4 14.81 2 726.12 2108 Max -25 10399.30 3 9432.30 4 -18965.00 2 150.50 3 -366.65 2 -43.26 2 8551.81 3 335.51 1108 Max -27 10399.30 3 9432.30 4 -18965.00 2 150.50 3 -366.65 2 -43.26 2 8551.81 3 335.51 1108 Max -161 10399.30 3 9432.30 4 -18965.00 2 150.50 3 -366.65 2 -43.26 2 8551.81 3 335.51 1108 Max -157 10399.30 3 9432.30 4 -18965.00 2 150.50 3 -366.65 2 -43.26 2 8551.81 3 335.51 1108 Min. -25 -828.02 2 -62.70 2 -26789.60 3 -67.49 2 -684.65 3 -60.59 3 2258.44 2 200.39 3108 Min. -27 -828.02 2 -62.70 2 -26789.60 3 -67.49 2 -684.65 3 -60.59 3 2258.44 2 200.39 3108 Min. -161 -828.02 2 -62.70 2 -26789.60 3 -67.49 2 -684.65 3 -60.59 3 2258.44 2 200.39 3108 Min. -157 -828.02 2 -62.70 2 -26789.60 3 -67.49 2 -684.65 3 -60.59 3 2258.44 2 200.39 3108 Max -157 517.62 3 -7836.78 4 -18703.20 2 738.36 3 453.82 3 0.02 4 1748.51 2 894.10 3108 Max -161 517.62 3 -7836.78 4 -18703.20 2 738.36 3 453.82 3 0.02 4 1748.51 2 894.10 3108 Max -162 517.62 3 -7836.78 4 -18703.20 2 738.36 3 453.82 3 0.02 4 1748.51 2 894.10 3108 Max -158 517.62 3 -7836.78 4 -18703.20 2 738.36 3 453.82 3 0.02 4 1748.51 2 894.10 3108 Min. -157 -8102.01 2 -9815.45 2 -27077.70 3 54.06 2 66.12 2 -15.41 3 740.07 1 570.82 4108 Min. -161 -8102.01 2 -9815.45 2 -27077.70 3 54.06 2 66.12 2 -15.41 3 740.07 1 570.82 4108 Min. -162 -8102.01 2 -9815.45 2 -27077.70 3 54.06 2 66.12 2 -15.41 3 740.07 1 570.82 4108 Min. -158 -8102.01 2 -9815.45 2 -27077.70 3 54.06 2 66.12 2 -15.41 3 740.07 1 570.82 4108 Max -158 3253.60 3 -7839.08 2 -10117.70 2 890.16 3 301.59 3 20.15 4 -43.11 2 758.51 3108 Max -162 3253.60 3 -7839.08 2 -10117.70 2 890.16 3 301.59 3 20.15 4 -43.11 2 758.51 3108 Max -163 3253.60 3 -7839.08 2 -10117.70 2 890.16 3 301.59 3 20.15 4 -43.11 2 758.51 3108 Max -159 3253.60 3 -7839.08 2 -10117.70 2 890.16 3 301.59 3 20.15 4 -43.11 2 758.51 3108 Min. -158 -6283.56 2 -8990.30 3 -15179.30 3 163.87 2 193.20 2 12.88 3 -1346.95 3 347.56 4108 Min. -162 -6283.56 2 -8990.30 3 -15179.30 3 163.87 2 193.20 2 12.88 3 -1346.95 3 347.56 4108 Min. -163 -6283.56 2 -8990.30 3 -15179.30 3 163.87 2 193.20 2 12.88 3 -1346.95 3 347.56 4108 Min. -159 -6283.56 2 -8990.30 3 -15179.30 3 163.87 2 193.20 2 12.88 3 -1346.95 3 347.56 4108 Max -159 1648.92 3 -4516.11 2 -5581.65 2 660.88 3 104.57 2 32.08 3 -721.51 2 690.43 3108 Max -163 1648.92 3 -4516.11 2 -5581.65 2 660.88 3 104.57 2 32.08 3 -721.51 2 690.43 3108 Max -164 1648.92 3 -4516.11 2 -5581.65 2 660.88 3 104.57 2 32.08 3 -721.51 2 690.43 3108 Max -160 1648.92 3 -4516.11 2 -5581.65 2 660.88 3 104.57 2 32.08 3 -721.51 2 690.43 3108 Min. -159 -4820.80 2 -5465.07 3 -8534.14 3 212.40 2 59.14 1 25.05 2 -858.06 3 238.54 4108 Min. -163 -4820.80 2 -5465.07 3 -8534.14 3 212.40 2 59.14 1 25.05 2 -858.06 3 238.54 4108 Min. -164 -4820.80 2 -5465.07 3 -8534.14 3 212.40 2 59.14 1 25.05 2 -858.06 3 238.54 4108 Min. -160 -4820.80 2 -5465.07 3 -8534.14 3 212.40 2 59.14 1 25.05 2 -858.06 3 238.54 4108 Max -160 -325.41 3 -1466.47 2 -2440.39 2 437.96 3 25.59 2 38.84 3 -259.25 1 494.20 3108 Max -164 -325.41 3 -1466.47 2 -2440.39 2 437.96 3 25.59 2 38.84 3 -259.25 1 494.20 3108 Max -156 -325.41 3 -1466.47 2 -2440.39 2 437.96 3 25.59 2 38.84 3 -259.25 1 494.20 3108 Max -155 -325.41 3 -1466.47 2 -2440.39 2 437.96 3 25.59 2 38.84 3 -259.25 1 494.20 3108 Min. -160 -1891.90 2 -1798.32 3 -3682.54 3 238.95 2 6.29 1 24.59 2 -450.95 2 18.17 4108 Min. -164 -1891.90 2 -1798.32 3 -3682.54 3 238.95 2 6.29 1 24.59 2 -450.95 2 18.17 4

[71]

108 Min. -156 -1891.90 2 -1798.32 3 -3682.54 3 238.95 2 6.29 1 24.59 2 -450.95 2 18.17 4108 Min. -155 -1891.90 2 -1798.32 3 -3682.54 3 238.95 2 6.29 1 24.59 2 -450.95 2 18.17 4108 Max -27 17558.90 3 16836.10 3 -4837.02 4 130.79 2 -224.30 2 134.36 3 6293.13 3 1352.01 2108 Max 31 17558.90 3 16836.10 3 -4837.02 4 130.79 2 -224.30 2 134.36 3 6293.13 3 1352.01 2108 Max -58 17558.90 3 16836.10 3 -4837.02 4 130.79 2 -224.30 2 134.36 3 6293.13 3 1352.01 2108 Max -161 17558.90 3 16836.10 3 -4837.02 4 130.79 2 -224.30 2 134.36 3 6293.13 3 1352.01 2108 Min. -27 4431.27 2 7953.94 2 -8751.17 3 -25.95 4 -468.08 3 77.85 2 2498.33 2 -608.60 3108 Min. 31 4431.27 2 7953.94 2 -8751.17 3 -25.95 4 -468.08 3 77.85 2 2498.33 2 -608.60 3108 Min. -58 4431.27 2 7953.94 2 -8751.17 3 -25.95 4 -468.08 3 77.85 2 2498.33 2 -608.60 3108 Min. -161 4431.27 2 7953.94 2 -8751.17 3 -25.95 4 -468.08 3 77.85 2 2498.33 2 -608.60 3108 Max -161 -2572.45 3 10068.10 3 -7616.32 4 402.70 2 271.21 3 190.47 3 635.45 2 1885.10 2108 Max -58 -2572.45 3 10068.10 3 -7616.32 4 402.70 2 271.21 3 190.47 3 635.45 2 1885.10 2108 Max -60 -2572.45 3 10068.10 3 -7616.32 4 402.70 2 271.21 3 190.47 3 635.45 2 1885.10 2108 Max -162 -2572.45 3 10068.10 3 -7616.32 4 402.70 2 271.21 3 190.47 3 635.45 2 1885.10 2108 Min. -161 -11252.00 2 3739.48 2 -12569.90 3 -32.86 4 106.37 2 158.06 2 -422.43 3 -5971.07 3108 Min. -58 -11252.00 2 3739.48 2 -12569.90 3 -32.86 4 106.37 2 158.06 2 -422.43 3 -5971.07 3108 Min. -60 -11252.00 2 3739.48 2 -12569.90 3 -32.86 4 106.37 2 158.06 2 -422.43 3 -5971.07 3108 Min. -162 -11252.00 2 3739.48 2 -12569.90 3 -32.86 4 106.37 2 158.06 2 -422.43 3 -5971.07 3108 Max -162 -3148.67 4 1460.15 3 -6060.57 4 537.28 2 138.17 2 53.98 2 89.76 2 1640.55 2108 Max -60 -3148.67 4 1460.15 3 -6060.57 4 537.28 2 138.17 2 53.98 2 89.76 2 1640.55 2108 Max -62 -3148.67 4 1460.15 3 -6060.57 4 537.28 2 138.17 2 53.98 2 89.76 2 1640.55 2108 Max -163 -3148.67 4 1460.15 3 -6060.57 4 537.28 2 138.17 2 53.98 2 89.76 2 1640.55 2108 Min. -162 -11663.90 2 -1548.44 2 -9865.45 3 -54.61 4 90.06 4 -18.30 4 -275.06 4 -7219.82 3108 Min. -60 -11663.90 2 -1548.44 2 -9865.45 3 -54.61 4 90.06 4 -18.30 4 -275.06 4 -7219.82 3108 Min. -62 -11663.90 2 -1548.44 2 -9865.45 3 -54.61 4 90.06 4 -18.30 4 -275.06 4 -7219.82 3108 Min. -163 -11663.90 2 -1548.44 2 -9865.45 3 -54.61 4 90.06 4 -18.30 4 -275.06 4 -7219.82 3108 Max -163 -916.48 4 -1665.67 3 -4700.81 2 417.42 2 95.51 2 -66.90 2 -483.48 1 745.92 2108 Max -62 -916.48 4 -1665.67 3 -4700.81 2 417.42 2 95.51 2 -66.90 2 -483.48 1 745.92 2108 Max -64 -916.48 4 -1665.67 3 -4700.81 2 417.42 2 95.51 2 -66.90 2 -483.48 1 745.92 2108 Max -164 -916.48 4 -1665.67 3 -4700.81 2 417.42 2 95.51 2 -66.90 2 -483.48 1 745.92 2108 Min. -163 -7258.25 2 -2685.60 2 -7080.81 3 -36.45 4 17.56 4 -101.80 3 -656.45 2 -4722.72 3108 Min. -62 -7258.25 2 -2685.60 2 -7080.81 3 -36.45 4 17.56 4 -101.80 3 -656.45 2 -4722.72 3108 Min. -64 -7258.25 2 -2685.60 2 -7080.81 3 -36.45 4 17.56 4 -101.80 3 -656.45 2 -4722.72 3108 Min. -164 -7258.25 2 -2685.60 2 -7080.81 3 -36.45 4 17.56 4 -101.80 3 -656.45 2 -4722.72 3108 Max -164 -5286.90 4 -983.37 3 -2600.61 2 153.00 2 25.27 2 -73.08 1 -389.77 4 -635.23 2108 Max -64 -5286.90 4 -983.37 3 -2600.61 2 153.00 2 25.27 2 -73.08 1 -389.77 4 -635.23 2108 Max 231 -5286.90 4 -983.37 3 -2600.61 2 153.00 2 25.27 2 -73.08 1 -389.77 4 -635.23 2108 Max -156 -5286.90 4 -983.37 3 -2600.61 2 153.00 2 25.27 2 -73.08 1 -389.77 4 -635.23 2108 Min. -164 -7208.26 1 -1061.06 1 -4219.69 3 -72.59 4 -7.73 4 -84.96 2 -607.83 2 -3186.64 3108 Min. -64 -7208.26 1 -1061.06 1 -4219.69 3 -72.59 4 -7.73 4 -84.96 2 -607.83 2 -3186.64 3108 Min. 231 -7208.26 1 -1061.06 1 -4219.69 3 -72.59 4 -7.73 4 -84.96 2 -607.83 2 -3186.64 3108 Min. -156 -7208.26 1 -1061.06 1 -4219.69 3 -72.59 4 -7.73 4 -84.96 2 -607.83 2 -3186.64 3108 Max -58 -338.95 2 -1879.21 3 28583.10 4 6.65 4 91.33 3 141.53 2 -1748.25 4 4070.44 2108 Max -167 -338.95 2 -1879.21 3 28583.10 4 6.65 4 91.33 3 141.53 2 -1748.25 4 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1808.21 4108 Min. -168 -379.37 3 -6227.39 4 12464.80 2 -453.83 2 -148.09 2 8.95 4 -295.53 2 1808.21 4108 Min. -169 -379.37 3 -6227.39 4 12464.80 2 -453.83 2 -148.09 2 8.95 4 -295.53 2 1808.21 4108 Min. -62 -379.37 3 -6227.39 4 12464.80 2 -453.83 2 -148.09 2 8.95 4 -295.53 2 1808.21 4108 Max -62 3123.76 2 -4267.86 3 10723.60 4 -19.57 4 -15.14 4 -77.43 3 1035.81 2 1381.90 2108 Max -169 3123.76 2 -4267.86 3 10723.60 4 -19.57 4 -15.14 4 -77.43 3 1035.81 2 1381.90 2108 Max -170 3123.76 2 -4267.86 3 10723.60 4 -19.57 4 -15.14 4 -77.43 3 1035.81 2 1381.90 2108 Max -64 3123.76 2 -4267.86 3 10723.60 4 -19.57 4 -15.14 4 -77.43 3 1035.81 2 1381.90 2108 Min. -62 -100.89 3 -4790.95 4 6712.71 2 -405.99 2 -72.72 2 -98.14 2 874.57 1 -336.79 4108 Min. -169 -100.89 3 -4790.95 4 6712.71 2 -405.99 2 -72.72 2 -98.14 2 874.57 1 -336.79 4108 Min. -170 -100.89 3 -4790.95 4 6712.71 2 -405.99 2 -72.72 2 -98.14 2 874.57 1 -336.79 4108 Min. -64 -100.89 3 -4790.95 4 6712.71 2 -405.99 2 -72.72 2 -98.14 2 874.57 1 -336.79 4108 Max -64 -5087.05 2 -1745.77 1 4784.69 3 -12.60 4 24.15 4 -102.66 3 542.20 2 530.43 3108 Max -170 -5087.05 2 -1745.77 1 4784.69 3 -12.60 4 24.15 4 -102.66 3 542.20 2 530.43 3108 Max -166 -5087.05 2 -1745.77 1 4784.69 3 -12.60 4 24.15 4 -102.66 3 542.20 2 530.43 3108 Max 231 -5087.05 2 -1745.77 1 4784.69 3 -12.60 4 24.15 4 -102.66 3 542.20 2 530.43 3108 Min. -64 -7546.74 1 -1883.90 4 3371.57 2 -247.44 2 0.45 2 -133.46 2 289.83 4 -875.08 4108 Min. -170 -7546.74 1 -1883.90 4 3371.57 2 -247.44 2 0.45 2 -133.46 2 289.83 4 -875.08 4108 Min. -166 -7546.74 1 -1883.90 4 3371.57 2 -247.44 2 0.45 2 -133.46 2 289.83 4 -875.08 4108 Min. 231 -7546.74 1 -1883.90 4 3371.57 2 -247.44 2 0.45 2 -133.46 2 289.83 4 -875.08 4108 Max -165 2377.82 3 -51149.80 2 41997.50 4 -198.75 3 -210.86 2 -15.91 4 4216.13 3 -1775.10 1108 Max 41 2377.82 3 -51149.80 2 41997.50 4 -198.75 3 -210.86 2 -15.91 4 4216.13 3 -1775.10 1108 Max -66 2377.82 3 -51149.80 2 41997.50 4 -198.75 3 -210.86 2 -15.91 4 4216.13 3 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-7339.84 4108 Max -169 7319.97 4 -6461.98 2 8191.58 4 -618.72 3 -71.10 3 86.28 2 247.29 2 -3278.54 2108 Max -70 7319.97 4 -6461.98 2 8191.58 4 -618.72 3 -71.10 3 86.28 2 247.29 2 -3278.54 2108 Max -72 7319.97 4 -6461.98 2 8191.58 4 -618.72 3 -71.10 3 86.28 2 247.29 2 -3278.54 2108 Max -170 7319.97 4 -6461.98 2 8191.58 4 -618.72 3 -71.10 3 86.28 2 247.29 2 -3278.54 2108 Min. -169 6136.00 1 -7626.91 3 4844.82 2 -789.59 4 -99.96 2 45.81 3 114.08 3 -4751.27 4108 Min. -70 6136.00 1 -7626.91 3 4844.82 2 -789.59 4 -99.96 2 45.81 3 114.08 3 -4751.27 4108 Min. -72 6136.00 1 -7626.91 3 4844.82 2 -789.59 4 -99.96 2 45.81 3 114.08 3 -4751.27 4108 Min. -170 6136.00 1 -7626.91 3 4844.82 2 -789.59 4 -99.96 2 45.81 3 114.08 3 -4751.27 4108 Max -170 217.67 4 -1759.62 4 2122.81 3 -298.53 1 -23.75 3 110.71 2 219.15 4 -312.09 2

[72]

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-4010.11 3108 Min. -56 3155.51 2 -1842.06 3 676.25 3 -388.05 4 -44.78 4 -70.83 4 562.76 1 -4010.11 3108 Min. 221 3155.51 2 -1842.06 3 676.25 3 -388.05 4 -44.78 4 -70.83 4 562.76 1 -4010.11 3108 Min. -142 3155.51 2 -1842.06 3 676.25 3 -388.05 4 -44.78 4 -70.83 4 562.76 1 -4010.11 3108 Max -50 19000.70 3 -33888.90 2 -9903.62 2 131.50 2 247.78 3 -93.25 1 -150.14 2 7629.82 3108 Max -157 19000.70 3 -33888.90 2 -9903.62 2 131.50 2 247.78 3 -93.25 1 -150.14 2 7629.82 3108 Max -158 19000.70 3 -33888.90 2 -9903.62 2 131.50 2 247.78 3 -93.25 1 -150.14 2 7629.82 3108 Max -52 19000.70 3 -33888.90 2 -9903.62 2 131.50 2 247.78 3 -93.25 1 -150.14 2 7629.82 3108 Min. -50 4646.30 2 -43166.70 3 -17390.00 3 -394.79 3 87.79 2 -107.85 3 -1669.18 3 -682.05 2108 Min. -157 4646.30 2 -43166.70 3 -17390.00 3 -394.79 3 87.79 2 -107.85 3 -1669.18 3 -682.05 2108 Min. -158 4646.30 2 -43166.70 3 -17390.00 3 -394.79 3 87.79 2 -107.85 3 -1669.18 3 -682.05 2108 Min. -52 4646.30 2 -43166.70 3 -17390.00 3 -394.79 3 87.79 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142.22 2 1522.34 2108 Min. -134 -12052.60 2 -8713.03 3 -28290.10 3 -249.32 4 23.95 4 -122.12 3 -2188.12 3 -2228.14 4108 Min. -42 -12052.60 2 -8713.03 3 -28290.10 3 -249.32 4 23.95 4 -122.12 3 -2188.12 3 -2228.14 4108 Min. -44 -12052.60 2 -8713.03 3 -28290.10 3 -249.32 4 23.95 4 -122.12 3 -2188.12 3 -2228.14 4108 Min. -135 -12052.60 2 -8713.03 3 -28290.10 3 -249.32 4 23.95 4 -122.12 3 -2188.12 3 -2228.14 4108 Max -135 2655.59 1 -6491.14 2 -14478.70 2 386.53 2 71.98 2 22.05 2 51.51 2 1439.91 2108 Max -44 2655.59 1 -6491.14 2 -14478.70 2 386.53 2 71.98 2 22.05 2 51.51 2 1439.91 2108 Max -46 2655.59 1 -6491.14 2 -14478.70 2 386.53 2 71.98 2 22.05 2 51.51 2 1439.91 2108 Max -136 2655.59 1 -6491.14 2 -14478.70 2 386.53 2 71.98 2 22.05 2 51.51 2 1439.91 2

[73]

108 Min. -135 -8905.44 2 -8084.66 3 -17586.00 3 -407.20 4 -97.89 4 -0.15 3 -59.08 3 -1671.28 4108 Min. -44 -8905.44 2 -8084.66 3 -17586.00 3 -407.20 4 -97.89 4 -0.15 3 -59.08 3 -1671.28 4108 Min. -46 -8905.44 2 -8084.66 3 -17586.00 3 -407.20 4 -97.89 4 -0.15 3 -59.08 3 -1671.28 4108 Min. -136 -8905.44 2 -8084.66 3 -17586.00 3 -407.20 4 -97.89 4 -0.15 3 -59.08 3 -1671.28 4108 Max -136 2911.92 1 -4022.19 2 -6641.20 4 309.11 2 55.44 2 94.77 3 1112.31 3 1265.44 2108 Max -46 2911.92 1 -4022.19 2 -6641.20 4 309.11 2 55.44 2 94.77 3 1112.31 3 1265.44 2108 Max -48 2911.92 1 -4022.19 2 -6641.20 4 309.11 2 55.44 2 94.77 3 1112.31 3 1265.44 2108 Max -137 2911.92 1 -4022.19 2 -6641.20 4 309.11 2 55.44 2 94.77 3 1112.31 3 1265.44 2108 Min. -136 -5448.91 2 -4856.82 3 -8230.21 3 -390.15 4 -40.63 4 -13.24 2 -143.46 2 -548.32 4108 Min. -46 -5448.91 2 -4856.82 3 -8230.21 3 -390.15 4 -40.63 4 -13.24 2 -143.46 2 -548.32 4108 Min. -48 -5448.91 2 -4856.82 3 -8230.21 3 -390.15 4 -40.63 4 -13.24 2 -143.46 2 -548.32 4108 Min. -137 -5448.91 2 -4856.82 3 -8230.21 3 -390.15 4 -40.63 4 -13.24 2 -143.46 2 -548.32 4108 Max -137 -4042.02 3 -1299.91 2 -2831.42 4 103.10 2 23.72 2 113.84 3 552.20 3 195.06 1108 Max -48 -4042.02 3 -1299.91 2 -2831.42 4 103.10 2 23.72 2 113.84 3 552.20 3 195.06 1108 Max 211 -4042.02 3 -1299.91 2 -2831.42 4 103.10 2 23.72 2 113.84 3 552.20 3 195.06 1108 Max -133 -4042.02 3 -1299.91 2 -2831.42 4 103.10 2 23.72 2 113.84 3 552.20 3 195.06 1108 Min. -137 -5543.44 4 -1748.79 3 -3392.30 3 -333.44 4 -3.00 4 -13.59 2 -469.39 2 -944.59 4108 Min. -48 -5543.44 4 -1748.79 3 -3392.30 3 -333.44 4 -3.00 4 -13.59 2 -469.39 2 -944.59 4108 Min. 211 -5543.44 4 -1748.79 3 -3392.30 3 -333.44 4 -3.00 4 -13.59 2 -469.39 2 -944.59 4108 Min. -133 -5543.44 4 -1748.79 3 -3392.30 3 -333.44 4 -3.00 4 -13.59 2 -469.39 2 -944.59 4108 Max -42 454.50 2 7639.11 3 7098.79 4 24.52 4 247.07 3 -38.79 2 -595.37 4 7163.72 2108 Max -143 454.50 2 7639.11 3 7098.79 4 24.52 4 247.07 3 -38.79 2 -595.37 4 7163.72 2108 Max -144 454.50 2 7639.11 3 7098.79 4 24.52 4 247.07 3 -38.79 2 -595.37 4 7163.72 2108 Max -44 454.50 2 7639.11 3 7098.79 4 24.52 4 247.07 3 -38.79 2 -595.37 4 7163.72 2108 Min. -42 -4124.27 1 5632.10 2 2092.38 2 -513.24 2 105.32 2 -261.23 3 -1385.35 2 5154.92 4108 Min. -143 -4124.27 1 5632.10 2 2092.38 2 -513.24 2 105.32 2 -261.23 3 -1385.35 2 5154.92 4108 Min. -144 -4124.27 1 5632.10 2 2092.38 2 -513.24 2 105.32 2 -261.23 3 -1385.35 2 5154.92 4108 Min. -44 -4124.27 1 5632.10 2 2092.38 2 -513.24 2 105.32 2 -261.23 3 -1385.35 2 5154.92 4108 Max -146 1243.55 3 -1655.38 4 3592.80 4 492.74 3 14.28 3 28.43 2 -25.39 2 1113.77 3108 Max -150 1243.55 3 -1655.38 4 3592.80 4 492.74 3 14.28 3 28.43 2 -25.39 2 1113.77 3108 Max -140 1243.55 3 -1655.38 4 3592.80 4 492.74 3 14.28 3 28.43 2 -25.39 2 1113.77 3108 Max -139 1243.55 3 -1655.38 4 3592.80 4 492.74 3 14.28 3 28.43 2 -25.39 2 1113.77 3108 Min. -146 -1582.36 2 -1670.11 1 2665.43 2 91.94 2 -15.87 2 17.55 3 -494.70 3 286.78 4108 Min. -150 -1582.36 2 -1670.11 1 2665.43 2 91.94 2 -15.87 2 17.55 3 -494.70 3 286.78 4108 Min. -140 -1582.36 2 -1670.11 1 2665.43 2 91.94 2 -15.87 2 17.55 3 -494.70 3 286.78 4108 Min. -139 -1582.36 2 -1670.11 1 2665.43 2 91.94 2 -15.87 2 17.55 3 -494.70 3 286.78 4108 Max -46 1709.83 2 -2156.32 2 6320.15 4 57.77 4 32.98 4 137.00 3 499.75 2 5518.10 3108 Max -145 1709.83 2 -2156.32 2 6320.15 4 57.77 4 32.98 4 137.00 3 499.75 2 5518.10 3108 Max -146 1709.83 2 -2156.32 2 6320.15 4 57.77 4 32.98 4 137.00 3 499.75 2 5518.10 3108 Max -48 1709.83 2 -2156.32 2 6320.15 4 57.77 4 32.98 4 137.00 3 499.75 2 5518.10 3108 Min. -46 -1618.79 4 -2702.72 1 3650.35 2 -499.91 2 -55.05 2 39.54 2 -459.23 3 3836.06 4108 Min. -145 -1618.79 4 -2702.72 1 3650.35 2 -499.91 2 -55.05 2 39.54 2 -459.23 3 3836.06 4108 Min. -146 -1618.79 4 -2702.72 1 3650.35 2 -499.91 2 -55.05 2 39.54 2 -459.23 3 3836.06 4108 Min. -48 -1618.79 4 -2702.72 1 3650.35 2 -499.91 2 -55.05 2 39.54 2 -459.23 3 3836.06 4108 Max -48 -2462.07 3 -1064.47 2 4032.17 4 23.04 4 3.71 4 116.78 3 303.96 2 3975.30 3108 Max -146 -2462.07 3 -1064.47 2 4032.17 4 23.04 4 3.71 4 116.78 3 303.96 2 3975.30 3108 Max -139 -2462.07 3 -1064.47 2 4032.17 4 23.04 4 3.71 4 116.78 3 303.96 2 3975.30 3108 Max 211 -2462.07 3 -1064.47 2 4032.17 4 23.04 4 3.71 4 116.78 3 303.96 2 3975.30 3108 Min. -48 -6127.42 4 -1179.09 4 3083.20 2 -204.45 2 -16.77 2 -10.14 2 -363.08 3 1626.85 2108 Min. -146 -6127.42 4 -1179.09 4 3083.20 2 -204.45 2 -16.77 2 -10.14 2 -363.08 3 1626.85 2108 Min. -139 -6127.42 4 -1179.09 4 3083.20 2 -204.45 2 -16.77 2 -10.14 2 -363.08 3 1626.85 2108 Min. 211 -6127.42 4 -1179.09 4 3083.20 2 -204.45 2 -16.77 2 -10.14 2 -363.08 3 1626.85 2108 Max -138 12307.60 3 18098.00 3 13754.30 4 152.63 3 -456.81 2 -46.81 4 10019.20 3 535.30 2108 Max -21 12307.60 3 18098.00 3 13754.30 4 152.63 3 -456.81 2 -46.81 4 10019.20 3 535.30 2108 Max -147 12307.60 3 18098.00 3 13754.30 4 152.63 3 -456.81 2 -46.81 4 10019.20 3 535.30 2108 Max -143 12307.60 3 18098.00 3 13754.30 4 152.63 3 -456.81 2 -46.81 4 10019.20 3 535.30 2108 Min. -138 10150.90 1 15183.10 2 8663.14 2 96.55 2 -753.73 3 -68.58 3 6818.38 2 183.00 4108 Min. -21 10150.90 1 15183.10 2 8663.14 2 96.55 2 -753.73 3 -68.58 3 6818.38 2 183.00 4108 Min. -147 10150.90 1 15183.10 2 8663.14 2 96.55 2 -753.73 3 -68.58 3 6818.38 2 183.00 4108 Min. -143 10150.90 1 15183.10 2 8663.14 2 96.55 2 -753.73 3 -68.58 3 6818.38 2 183.00 4108 Max -143 251.85 2 3936.67 3 17788.50 4 695.63 3 508.48 3 -81.02 2 1017.10 3 1625.39 2108 Max -147 251.85 2 3936.67 3 17788.50 4 695.63 3 508.48 3 -81.02 2 1017.10 3 1625.39 2108 Max -148 251.85 2 3936.67 3 17788.50 4 695.63 3 508.48 3 -81.02 2 1017.10 3 1625.39 2108 Max -144 251.85 2 3936.67 3 17788.50 4 695.63 3 508.48 3 -81.02 2 1017.10 3 1625.39 2108 Min. -143 -3664.45 1 3098.05 2 11682.70 2 421.37 2 341.31 2 -128.24 3 -327.41 2 580.13 4108 Min. -147 -3664.45 1 3098.05 2 11682.70 2 421.37 2 341.31 2 -128.24 3 -327.41 2 580.13 4108 Min. -148 -3664.45 1 3098.05 2 11682.70 2 421.37 2 341.31 2 -128.24 3 -327.41 2 580.13 4108 Min. -144 -3664.45 1 3098.05 2 11682.70 2 421.37 2 341.31 2 -128.24 3 -327.41 2 580.13 4108 Max -144 2564.29 2 -3806.83 2 12684.00 4 866.99 3 346.94 3 32.58 2 -1141.51 4 2363.19 2108 Max -148 2564.29 2 -3806.83 2 12684.00 4 866.99 3 346.94 3 32.58 2 -1141.51 4 2363.19 2108 Max -149 2564.29 2 -3806.83 2 12684.00 4 866.99 3 346.94 3 32.58 2 -1141.51 4 2363.19 2108 Max -145 2564.29 2 -3806.83 2 12684.00 4 866.99 3 346.94 3 32.58 2 -1141.51 4 2363.19 2108 Min. -144 -1246.36 4 -4082.37 3 8450.28 2 452.02 2 118.21 2 -5.89 3 -1191.91 3 1190.57 4108 Min. -148 -1246.36 4 -4082.37 3 8450.28 2 452.02 2 118.21 2 -5.89 3 -1191.91 3 1190.57 4108 Min. -149 -1246.36 4 -4082.37 3 8450.28 2 452.02 2 118.21 2 -5.89 3 -1191.91 3 1190.57 4108 Min. -145 -1246.36 4 -4082.37 3 8450.28 2 452.02 2 118.21 2 -5.89 3 -1191.91 3 1190.57 4108 Max -145 2459.45 2 -4147.76 2 7831.05 4 693.83 3 104.24 3 60.69 2 -493.54 2 1583.69 2108 Max -149 2459.45 2 -4147.76 2 7831.05 4 693.83 3 104.24 3 60.69 2 -493.54 2 1583.69 2108 Max -150 2459.45 2 -4147.76 2 7831.05 4 693.83 3 104.24 3 60.69 2 -493.54 2 1583.69 2108 Max -146 2459.45 2 -4147.76 2 7831.05 4 693.83 3 104.24 3 60.69 2 -493.54 2 1583.69 2108 Min. -145 154.57 4 -4355.86 3 5309.60 2 263.01 2 -20.27 2 44.13 3 -1298.77 3 845.75 4108 Min. -149 154.57 4 -4355.86 3 5309.60 2 263.01 2 -20.27 2 44.13 3 -1298.77 3 845.75 4108 Min. -150 154.57 4 -4355.86 3 5309.60 2 263.01 2 -20.27 2 44.13 3 -1298.77 3 845.75 4108 Min. -146 154.57 4 -4355.86 3 5309.60 2 263.01 2 -20.27 2 44.13 3 -1298.77 3 845.75 4108 Max -148 7616.12 2 -11061.20 2 13171.60 4 684.01 3 321.62 3 -31.40 4 -1285.78 1 -2785.03 2108 Max -152 7616.12 2 -11061.20 2 13171.60 4 684.01 3 321.62 3 -31.40 4 -1285.78 1 -2785.03 2108 Max -153 7616.12 2 -11061.20 2 13171.60 4 684.01 3 321.62 3 -31.40 4 -1285.78 1 -2785.03 2108 Max -149 7616.12 2 -11061.20 2 13171.60 4 684.01 3 321.62 3 -31.40 4 -1285.78 1 -2785.03 2108 Min. -148 5233.38 1 -13736.90 3 9749.34 2 400.71 2 117.57 2 -51.35 2 -1369.58 3 -3528.27 3108 Min. -152 5233.38 1 -13736.90 3 9749.34 2 400.71 2 117.57 2 -51.35 2 -1369.58 3 -3528.27 3108 Min. -153 5233.38 1 -13736.90 3 9749.34 2 400.71 2 117.57 2 -51.35 2 -1369.58 3 -3528.27 3108 Min. -149 5233.38 1 -13736.90 3 9749.34 2 400.71 2 117.57 2 -51.35 2 -1369.58 3 -3528.27 3108 Max -21 7173.23 3 -712.22 2 33914.20 4 70.62 3 -501.83 2 176.86 3 8979.17 3 -544.02 3108 Max -141 7173.23 3 -712.22 2 33914.20 4 70.62 3 -501.83 2 176.86 3 8979.17 3 -544.02 3108 Max -151 7173.23 3 -712.22 2 33914.20 4 70.62 3 -501.83 2 176.86 3 8979.17 3 -544.02 3108 Max -147 7173.23 3 -712.22 2 33914.20 4 70.62 3 -501.83 2 176.86 3 8979.17 3 -544.02 3108 Min. -21 4509.38 4 -4241.23 3 25825.20 2 24.88 4 -800.45 3 106.98 2 6543.31 2 -756.85 2108 Min. -141 4509.38 4 -4241.23 3 25825.20 2 24.88 4 -800.45 3 106.98 2 6543.31 2 -756.85 2108 Min. -151 4509.38 4 -4241.23 3 25825.20 2 24.88 4 -800.45 3 106.98 2 6543.31 2 -756.85 2108 Min. -147 4509.38 4 -4241.23 3 25825.20 2 24.88 4 -800.45 3 106.98 2 6543.31 2 -756.85 2108 Max -147 4350.61 2 -13738.30 2 27748.40 4 536.26 3 451.43 3 143.96 3 1259.81 3 -2275.36 2108 Max -151 4350.61 2 -13738.30 2 27748.40 4 536.26 3 451.43 3 143.96 3 1259.81 3 -2275.36 2108 Max -152 4350.61 2 -13738.30 2 27748.40 4 536.26 3 451.43 3 143.96 3 1259.81 3 -2275.36 2108 Max -148 4350.61 2 -13738.30 2 27748.40 4 536.26 3 451.43 3 143.96 3 1259.81 3 -2275.36 2108 Min. -147 1769.23 1 -19233.40 3 21245.90 2 373.74 2 322.90 2 71.96 2 -105.01 2 -2876.59 3108 Min. -151 1769.23 1 -19233.40 3 21245.90 2 373.74 2 322.90 2 71.96 2 -105.01 2 -2876.59 3108 Min. -152 1769.23 1 -19233.40 3 21245.90 2 373.74 2 322.90 2 71.96 2 -105.01 2 -2876.59 3

[74]

108 Min. -148 1769.23 1 -19233.40 3 21245.90 2 373.74 2 322.90 2 71.96 2 -105.01 2 -2876.59 3108 Max -149 4662.42 2 -6085.79 2 6832.37 4 548.85 3 79.61 3 -82.49 2 -381.88 2 -1994.06 2108 Max -153 4662.42 2 -6085.79 2 6832.37 4 548.85 3 79.61 3 -82.49 2 -381.88 2 -1994.06 2108 Max -154 4662.42 2 -6085.79 2 6832.37 4 548.85 3 79.61 3 -82.49 2 -381.88 2 -1994.06 2108 Max -150 4662.42 2 -6085.79 2 6832.37 4 548.85 3 79.61 3 -82.49 2 -381.88 2 -1994.06 2108 Min. -149 3356.29 4 -6874.40 3 4720.31 2 222.95 2 -30.18 2 -105.21 3 -861.91 3 -2971.12 3108 Min. -153 3356.29 4 -6874.40 3 4720.31 2 222.95 2 -30.18 2 -105.21 3 -861.91 3 -2971.12 3108 Min. -154 3356.29 4 -6874.40 3 4720.31 2 222.95 2 -30.18 2 -105.21 3 -861.91 3 -2971.12 3108 Min. -150 3356.29 4 -6874.40 3 4720.31 2 222.95 2 -30.18 2 -105.21 3 -861.91 3 -2971.12 3401 Max 1 15831.60 4 11455.90 1 9220.05 4 165.65 1 -181.14 2 -387.49 2 -3003.66 2 -4194.13 2401 Max -132 15831.60 4 11455.90 1 9220.05 4 165.65 1 -181.14 2 -387.49 2 -3003.66 2 -4194.13 2401 Max -171 15831.60 4 11455.90 1 9220.05 4 165.65 1 -181.14 2 -387.49 2 -3003.66 2 -4194.13 2401 Max -1 15831.60 4 11455.90 1 9220.05 4 165.65 1 -181.14 2 -387.49 2 -3003.66 2 -4194.13 2401 Min. 1 5301.29 2 5531.04 2 6093.22 3 -330.17 2 -210.95 1 -773.52 3 -4655.24 3 -8447.23 3401 Min. -132 5301.29 2 5531.04 2 6093.22 3 -330.17 2 -210.95 1 -773.52 3 -4655.24 3 -8447.23 3401 Min. -171 5301.29 2 5531.04 2 6093.22 3 -330.17 2 -210.95 1 -773.52 3 -4655.24 3 -8447.23 3401 Min. -1 5301.29 2 5531.04 2 6093.22 3 -330.17 2 -210.95 1 -773.52 3 -4655.24 3 -8447.23 3401 Max -132 20648.10 4 11108.10 3 2588.57 4 -575.59 4 -142.76 3 -31.87 4 1098.80 3 3444.04 4401 Max 11 20648.10 4 11108.10 3 2588.57 4 -575.59 4 -142.76 3 -31.87 4 1098.80 3 3444.04 4401 Max -5 20648.10 4 11108.10 3 2588.57 4 -575.59 4 -142.76 3 -31.87 4 1098.80 3 3444.04 4401 Max -171 20648.10 4 11108.10 3 2588.57 4 -575.59 4 -142.76 3 -31.87 4 1098.80 3 3444.04 4401 Min. -132 10467.30 2 7077.28 2 76.99 3 -762.38 2 -174.73 1 -100.40 3 135.10 2 1485.90 2401 Min. 11 10467.30 2 7077.28 2 76.99 3 -762.38 2 -174.73 1 -100.40 3 135.10 2 1485.90 2401 Min. -5 10467.30 2 7077.28 2 76.99 3 -762.38 2 -174.73 1 -100.40 3 135.10 2 1485.90 2401 Min. -171 10467.30 2 7077.28 2 76.99 3 -762.38 2 -174.73 1 -100.40 3 135.10 2 1485.90 2401 Max 11 22373.60 3 12448.00 3 1809.23 4 -134.12 2 2.12 3 466.65 4 -2093.24 2 -2543.12 3401 Max -138 22373.60 3 12448.00 3 1809.23 4 -134.12 2 2.12 3 466.65 4 -2093.24 2 -2543.12 3401 Max -204 22373.60 3 12448.00 3 1809.23 4 -134.12 2 2.12 3 466.65 4 -2093.24 2 -2543.12 3401 Max -5 22373.60 3 12448.00 3 1809.23 4 -134.12 2 2.12 3 466.65 4 -2093.24 2 -2543.12 3401 Min. 11 17448.60 2 9004.38 2 913.33 2 -588.38 4 -54.96 4 358.98 2 -3327.58 3 -3874.49 2401 Min. -138 17448.60 2 9004.38 2 913.33 2 -588.38 4 -54.96 4 358.98 2 -3327.58 3 -3874.49 2401 Min. -204 17448.60 2 9004.38 2 913.33 2 -588.38 4 -54.96 4 358.98 2 -3327.58 3 -3874.49 2401 Min. -5 17448.60 2 9004.38 2 913.33 2 -588.38 4 -54.96 4 358.98 2 -3327.58 3 -3874.49 2401 Max 22 13575.30 3 7717.94 4 7323.30 3 -90.41 1 1677.39 1 -405.92 3 -10708.60 2 -3863.39 2401 Max -11 13575.30 3 7717.94 4 7323.30 3 -90.41 1 1677.39 1 -405.92 3 -10708.60 2 -3863.39 2401 Max -29 13575.30 3 7717.94 4 7323.30 3 -90.41 1 1677.39 1 -405.92 3 -10708.60 2 -3863.39 2401 Max -26 13575.30 3 7717.94 4 7323.30 3 -90.41 1 1677.39 1 -405.92 3 -10708.60 2 -3863.39 2401 Min. 22 5827.47 2 -1177.46 2 5889.70 2 -130.71 2 1162.57 2 -494.41 2 -17055.80 1 -6414.34 4401 Min. -11 5827.47 2 -1177.46 2 5889.70 2 -130.71 2 1162.57 2 -494.41 2 -17055.80 1 -6414.34 4401 Min. -29 5827.47 2 -1177.46 2 5889.70 2 -130.71 2 1162.57 2 -494.41 2 -17055.80 1 -6414.34 4401 Min. -26 5827.47 2 -1177.46 2 5889.70 2 -130.71 2 1162.57 2 -494.41 2 -17055.80 1 -6414.34 4401 Max 31 22516.20 3 11453.70 3 565.17 3 -561.80 2 -143.04 3 99.10 2 183.29 2 -4174.98 4401 Max -165 22516.20 3 11453.70 3 565.17 3 -561.80 2 -143.04 3 99.10 2 183.29 2 -4174.98 4401 Max -205 22516.20 3 11453.70 3 565.17 3 -561.80 2 -143.04 3 99.10 2 183.29 2 -4174.98 4401 Max -13 22516.20 3 11453.70 3 565.17 3 -561.80 2 -143.04 3 99.10 2 183.29 2 -4174.98 4401 Min. 31 16312.90 2 7344.29 2 -1134.96 2 -815.17 3 -190.71 4 35.55 1 -200.92 1 -4247.54 2401 Min. -165 16312.90 2 7344.29 2 -1134.96 2 -815.17 3 -190.71 4 35.55 1 -200.92 1 -4247.54 2401 Min. -205 16312.90 2 7344.29 2 -1134.96 2 -815.17 3 -190.71 4 35.55 1 -200.92 1 -4247.54 2401 Min. -13 16312.90 2 7344.29 2 -1134.96 2 -815.17 3 -190.71 4 35.55 1 -200.92 1 -4247.54 2401 Max -1 11524.50 1 17334.10 3 0.00 2 872.11 1 -922.96 2 0.00 4 156.03 3 618.13 2401 Max -171 11524.50 1 17334.10 3 0.00 2 872.11 1 -922.96 2 0.00 4 156.03 3 618.13 2401 Max -206 11524.50 1 17334.10 3 0.00 2 872.11 1 -922.96 2 0.00 4 156.03 3 618.13 2401 Max -3 11524.50 1 17334.10 3 0.00 2 872.11 1 -922.96 2 0.00 4 156.03 3 618.13 2401 Min. -1 300.71 2 8426.53 2 -2117.88 3 -185.73 2 -1126.64 1 -35.10 3 0.00 2 -3903.75 1401 Min. -171 300.71 2 8426.53 2 -2117.88 3 -185.73 2 -1126.64 1 -35.10 3 0.00 2 -3903.75 1401 Min. -206 300.71 2 8426.53 2 -2117.88 3 -185.73 2 -1126.64 1 -35.10 3 0.00 2 -3903.75 1401 Min. -3 300.71 2 8426.53 2 -2117.88 3 -185.73 2 -1126.64 1 -35.10 3 0.00 2 -3903.75 1401 Max -3 15831.60 4 15121.10 3 -6104.82 2 194.82 3 -181.14 2 711.91 1 4211.39 1 -4194.13 2401 Max -206 15831.60 4 15121.10 3 -6104.82 2 194.82 3 -181.14 2 711.91 1 4211.39 1 -4194.13 2401 Max -73 15831.60 4 15121.10 3 -6104.82 2 194.82 3 -181.14 2 711.91 1 4211.39 1 -4194.13 2401 Max 2 15831.60 4 15121.10 3 -6104.82 2 194.82 3 -181.14 2 711.91 1 4211.39 1 -4194.13 2401 Min. -3 5301.29 2 5531.04 2 -10331.30 3 -330.17 2 -221.92 3 387.49 2 3003.66 2 -8196.69 1401 Min. -206 5301.29 2 5531.04 2 -10331.30 3 -330.17 2 -221.92 3 387.49 2 3003.66 2 -8196.69 1401 Min. -73 5301.29 2 5531.04 2 -10331.30 3 -330.17 2 -221.92 3 387.49 2 3003.66 2 -8196.69 1401 Min. 2 5301.29 2 5531.04 2 -10331.30 3 -330.17 2 -221.92 3 387.49 2 3003.66 2 -8196.69 1401 Max -5 12740.00 1 17636.60 4 0.00 4 129.25 2 -968.05 2 5.81 3 104.94 3 -8169.76 4401 Max -204 12740.00 1 17636.60 4 0.00 4 129.25 2 -968.05 2 5.81 3 104.94 3 -8169.76 4401 Max -207 12740.00 1 17636.60 4 0.00 4 129.25 2 -968.05 2 5.81 3 104.94 3 -8169.76 4401 Max -7 12740.00 1 17636.60 4 0.00 4 129.25 2 -968.05 2 5.81 3 104.94 3 -8169.76 4401 Min. -5 11672.50 2 13481.60 2 -639.95 3 -654.20 4 -1303.80 4 0.00 2 0.00 4 -10046.60 2401 Min. -204 11672.50 2 13481.60 2 -639.95 3 -654.20 4 -1303.80 4 0.00 2 0.00 4 -10046.60 2401 Min. -207 11672.50 2 13481.60 2 -639.95 3 -654.20 4 -1303.80 4 0.00 2 0.00 4 -10046.60 2401 Min. -7 11672.50 2 13481.60 2 -639.95 3 -654.20 4 -1303.80 4 0.00 2 0.00 4 -10046.60 2401 Max -7 20948.70 4 11988.70 4 -913.33 2 -134.12 2 -52.40 1 -358.98 2 3257.05 4 -2621.30 4401 Max -207 20948.70 4 11988.70 4 -913.33 2 -134.12 2 -52.40 1 -358.98 2 3257.05 4 -2621.30 4401 Max -87 20948.70 4 11988.70 4 -913.33 2 -134.12 2 -52.40 1 -358.98 2 3257.05 4 -2621.30 4401 Max 12 20948.70 4 11988.70 4 -913.33 2 -134.12 2 -52.40 1 -358.98 2 3257.05 4 -2621.30 4401 Min. -7 17448.60 2 9004.38 2 -1809.23 4 -588.38 4 -74.53 3 -466.65 4 2093.24 2 -3874.49 2401 Min. -207 17448.60 2 9004.38 2 -1809.23 4 -588.38 4 -74.53 3 -466.65 4 2093.24 2 -3874.49 2401 Min. -87 17448.60 2 9004.38 2 -1809.23 4 -588.38 4 -74.53 3 -466.65 4 2093.24 2 -3874.49 2401 Min. 12 17448.60 2 9004.38 2 -1809.23 4 -588.38 4 -74.53 3 -466.65 4 2093.24 2 -3874.49 2401 Max -21 14834.90 3 11266.30 3 -2945.16 2 -1343.09 2 -97.62 3 298.91 3 -3691.94 2 475.08 2401 Max -141 14834.90 3 11266.30 3 -2945.16 2 -1343.09 2 -97.62 3 298.91 3 -3691.94 2 475.08 2401 Max -208 14834.90 3 11266.30 3 -2945.16 2 -1343.09 2 -97.62 3 298.91 3 -3691.94 2 475.08 2401 Max -23 14834.90 3 11266.30 3 -2945.16 2 -1343.09 2 -97.62 3 298.91 3 -3691.94 2 475.08 2401 Min. -21 12124.40 2 8407.16 2 -4062.92 3 -1449.23 3 -213.61 2 136.81 2 -4362.19 3 207.22 3401 Min. -141 12124.40 2 8407.16 2 -4062.92 3 -1449.23 3 -213.61 2 136.81 2 -4362.19 3 207.22 3401 Min. -208 12124.40 2 8407.16 2 -4062.92 3 -1449.23 3 -213.61 2 136.81 2 -4362.19 3 207.22 3401 Min. -23 12124.40 2 8407.16 2 -4062.92 3 -1449.23 3 -213.61 2 136.81 2 -4362.19 3 207.22 3401 Max -23 14062.50 4 13040.10 3 308.72 3 -915.00 4 -1688.94 2 24.45 3 0.00 4 6124.85 4401 Max -208 14062.50 4 13040.10 3 308.72 3 -915.00 4 -1688.94 2 24.45 3 0.00 4 6124.85 4401 Max -209 14062.50 4 13040.10 3 308.72 3 -915.00 4 -1688.94 2 24.45 3 0.00 4 6124.85 4401 Max -24 14062.50 4 13040.10 3 308.72 3 -915.00 4 -1688.94 2 24.45 3 0.00 4 6124.85 4401 Min. -23 12024.60 2 9212.02 2 0.00 2 -1125.46 2 -2061.05 1 0.00 4 -202.39 3 5390.56 2401 Min. -208 12024.60 2 9212.02 2 0.00 2 -1125.46 2 -2061.05 1 0.00 4 -202.39 3 5390.56 2401 Min. -209 12024.60 2 9212.02 2 0.00 2 -1125.46 2 -2061.05 1 0.00 4 -202.39 3 5390.56 2401 Min. -24 12024.60 2 9212.02 2 0.00 2 -1125.46 2 -2061.05 1 0.00 4 -202.39 3 5390.56 2401 Max -24 13380.70 1 11038.80 3 4019.37 1 -1343.09 2 -186.21 1 -136.81 2 4445.78 3 475.08 2401 Max -209 13380.70 1 11038.80 3 4019.37 1 -1343.09 2 -186.21 1 -136.81 2 4445.78 3 475.08 2401 Max -90 13380.70 1 11038.80 3 4019.37 1 -1343.09 2 -186.21 1 -136.81 2 4445.78 3 475.08 2401 Max -22 13380.70 1 11038.80 3 4019.37 1 -1343.09 2 -186.21 1 -136.81 2 4445.78 3 475.08 2401 Min. -24 11932.80 3 8407.16 2 2945.16 2 -1418.50 1 -220.01 3 -257.82 1 3691.94 2 281.76 1401 Min. -209 11932.80 3 8407.16 2 2945.16 2 -1418.50 1 -220.01 3 -257.82 1 3691.94 2 281.76 1401 Min. -90 11932.80 3 8407.16 2 2945.16 2 -1418.50 1 -220.01 3 -257.82 1 3691.94 2 281.76 1401 Min. -22 11932.80 3 8407.16 2 2945.16 2 -1418.50 1 -220.01 3 -257.82 1 3691.94 2 281.76 1401 Max -26 10891.90 4 17224.90 4 3884.98 4 -167.77 2 -859.06 2 -235.17 2 2478.71 4 -1133.19 2401 Max -29 10891.90 4 17224.90 4 3884.98 4 -167.77 2 -859.06 2 -235.17 2 2478.71 4 -1133.19 2

[75]

401 Max -30 10891.90 4 17224.90 4 3884.98 4 -167.77 2 -859.06 2 -235.17 2 2478.71 4 -1133.19 2401 Max -28 10891.90 4 17224.90 4 3884.98 4 -167.77 2 -859.06 2 -235.17 2 2478.71 4 -1133.19 2401 Min. -26 4099.22 2 6384.03 2 3007.38 2 -220.83 3 -1819.15 4 -310.79 4 1796.04 2 -4230.19 3401 Min. -29 4099.22 2 6384.03 2 3007.38 2 -220.83 3 -1819.15 4 -310.79 4 1796.04 2 -4230.19 3401 Min. -30 4099.22 2 6384.03 2 3007.38 2 -220.83 3 -1819.15 4 -310.79 4 1796.04 2 -4230.19 3401 Min. -28 4099.22 2 6384.03 2 3007.38 2 -220.83 3 -1819.15 4 -310.79 4 1796.04 2 -4230.19 3401 Max -28 11520.10 1 21366.30 1 -341.86 4 -30.50 4 -403.66 4 -99.24 2 2596.19 3 -1754.74 2401 Max -30 11520.10 1 21366.30 1 -341.86 4 -30.50 4 -403.66 4 -99.24 2 2596.19 3 -1754.74 2401 Max -15 11520.10 1 21366.30 1 -341.86 4 -30.50 4 -403.66 4 -99.24 2 2596.19 3 -1754.74 2401 Max 32 11520.10 1 21366.30 1 -341.86 4 -30.50 4 -403.66 4 -99.24 2 2596.19 3 -1754.74 2401 Min. -28 5558.80 2 10496.60 2 -582.03 2 -87.79 2 -501.58 2 -296.46 1 -573.11 2 -3518.52 1401 Min. -30 5558.80 2 10496.60 2 -582.03 2 -87.79 2 -501.58 2 -296.46 1 -573.11 2 -3518.52 1401 Min. -15 5558.80 2 10496.60 2 -582.03 2 -87.79 2 -501.58 2 -296.46 1 -573.11 2 -3518.52 1401 Min. 32 5558.80 2 10496.60 2 -582.03 2 -87.79 2 -501.58 2 -296.46 1 -573.11 2 -3518.52 1401 Max -11 16225.20 4 14057.90 3 0.00 4 -1293.24 2 968.33 1 13.51 3 2216.32 2 0.00 4401 Max -9 16225.20 4 14057.90 3 0.00 4 -1293.24 2 968.33 1 13.51 3 2216.32 2 0.00 4401 Max -31 16225.20 4 14057.90 3 0.00 4 -1293.24 2 968.33 1 13.51 3 2216.32 2 0.00 4401 Max -29 16225.20 4 14057.90 3 0.00 4 -1293.24 2 968.33 1 13.51 3 2216.32 2 0.00 4401 Min. -11 8788.07 2 4383.78 2 -101.18 3 -2051.24 4 503.00 2 0.00 4 -4031.92 1 -206.11 3401 Min. -9 8788.07 2 4383.78 2 -101.18 3 -2051.24 4 503.00 2 0.00 4 -4031.92 1 -206.11 3401 Min. -31 8788.07 2 4383.78 2 -101.18 3 -2051.24 4 503.00 2 0.00 4 -4031.92 1 -206.11 3401 Min. -29 8788.07 2 4383.78 2 -101.18 3 -2051.24 4 503.00 2 0.00 4 -4031.92 1 -206.11 3401 Max -29 13178.30 4 14514.70 1 693.79 3 -874.51 2 -221.60 2 33.08 3 -2797.49 2 151.56 3401 Max -31 13178.30 4 14514.70 1 693.79 3 -874.51 2 -221.60 2 33.08 3 -2797.49 2 151.56 3401 Max -32 13178.30 4 14514.70 1 693.79 3 -874.51 2 -221.60 2 33.08 3 -2797.49 2 151.56 3401 Max -30 13178.30 4 14514.70 1 693.79 3 -874.51 2 -221.60 2 33.08 3 -2797.49 2 151.56 3401 Min. -29 6215.32 2 5486.01 2 0.00 2 -1884.56 4 -1545.43 4 0.00 2 -3589.47 1 0.00 2401 Min. -31 6215.32 2 5486.01 2 0.00 2 -1884.56 4 -1545.43 4 0.00 2 -3589.47 1 0.00 2401 Min. -32 6215.32 2 5486.01 2 0.00 2 -1884.56 4 -1545.43 4 0.00 2 -3589.47 1 0.00 2401 Min. -30 6215.32 2 5486.01 2 0.00 2 -1884.56 4 -1545.43 4 0.00 2 -3589.47 1 0.00 2401 Max -30 16873.00 3 14436.80 4 21.66 3 -751.08 2 -731.06 4 16.34 3 7966.22 4 0.00 2401 Max -32 16873.00 3 14436.80 4 21.66 3 -751.08 2 -731.06 4 16.34 3 7966.22 4 0.00 2401 Max -13 16873.00 3 14436.80 4 21.66 3 -751.08 2 -731.06 4 16.34 3 7966.22 4 0.00 2401 Max -15 16873.00 3 14436.80 4 21.66 3 -751.08 2 -731.06 4 16.34 3 7966.22 4 0.00 2401 Min. -30 9001.59 2 4832.31 2 0.00 2 -1342.48 1 -916.10 2 0.00 4 552.57 2 -82.78 3401 Min. -32 9001.59 2 4832.31 2 0.00 2 -1342.48 1 -916.10 2 0.00 4 552.57 2 -82.78 3401 Min. -13 9001.59 2 4832.31 2 0.00 2 -1342.48 1 -916.10 2 0.00 4 552.57 2 -82.78 3401 Min. -15 9001.59 2 4832.31 2 0.00 2 -1342.48 1 -916.10 2 0.00 4 552.57 2 -82.78 3401 Max -9 11979.80 4 7717.94 4 -5889.70 2 -30.95 3 1756.10 3 499.67 3 -10708.60 2 6837.65 3401 Max 21 11979.80 4 7717.94 4 -5889.70 2 -30.95 3 1756.10 3 499.67 3 -10708.60 2 6837.65 3401 Max -25 11979.80 4 7717.94 4 -5889.70 2 -30.95 3 1756.10 3 499.67 3 -10708.60 2 6837.65 3401 Max -31 11979.80 4 7717.94 4 -5889.70 2 -30.95 3 1756.10 3 499.67 3 -10708.60 2 6837.65 3401 Min. -9 5827.47 2 -1177.46 2 -7303.13 4 -130.71 2 1162.57 2 450.67 4 -17774.20 3 3863.39 2401 Min. 21 5827.47 2 -1177.46 2 -7303.13 4 -130.71 2 1162.57 2 450.67 4 -17774.20 3 3863.39 2401 Min. -25 5827.47 2 -1177.46 2 -7303.13 4 -130.71 2 1162.57 2 450.67 4 -17774.20 3 3863.39 2401 Min. -31 5827.47 2 -1177.46 2 -7303.13 4 -130.71 2 1162.57 2 450.67 4 -17774.20 3 3863.39 2401 Max -31 11321.50 3 18492.00 3 -3007.38 2 -108.93 3 -859.06 2 338.33 3 2554.25 3 4146.67 3401 Max -25 11321.50 3 18492.00 3 -3007.38 2 -108.93 3 -859.06 2 338.33 3 2554.25 3 4146.67 3401 Max -27 11321.50 3 18492.00 3 -3007.38 2 -108.93 3 -859.06 2 338.33 3 2554.25 3 4146.67 3401 Max -32 11321.50 3 18492.00 3 -3007.38 2 -108.93 3 -859.06 2 338.33 3 2554.25 3 4146.67 3401 Min. -31 4099.22 2 6384.03 2 -3884.98 4 -188.66 1 -1849.14 3 235.17 2 1796.04 2 1133.19 2401 Min. -25 4099.22 2 6384.03 2 -3884.98 4 -188.66 1 -1849.14 3 235.17 2 1796.04 2 1133.19 2401 Min. -27 4099.22 2 6384.03 2 -3884.98 4 -188.66 1 -1849.14 3 235.17 2 1796.04 2 1133.19 2401 Min. -32 4099.22 2 6384.03 2 -3884.98 4 -188.66 1 -1849.14 3 235.17 2 1796.04 2 1133.19 2401 Max -32 12297.00 3 23948.40 3 582.03 2 26.44 3 -403.66 4 296.46 1 2573.61 4 3639.26 3401 Max -27 12297.00 3 23948.40 3 582.03 2 26.44 3 -403.66 4 296.46 1 2573.61 4 3639.26 3401 Max 31 12297.00 3 23948.40 3 582.03 2 26.44 3 -403.66 4 296.46 1 2573.61 4 3639.26 3401 Max -13 12297.00 3 23948.40 3 582.03 2 26.44 3 -403.66 4 296.46 1 2573.61 4 3639.26 3401 Min. -32 5558.80 2 10496.60 2 309.26 3 -87.79 2 -501.58 2 99.24 2 -573.11 2 1754.74 2401 Min. -27 5558.80 2 10496.60 2 309.26 3 -87.79 2 -501.58 2 99.24 2 -573.11 2 1754.74 2401 Min. 31 5558.80 2 10496.60 2 309.26 3 -87.79 2 -501.58 2 99.24 2 -573.11 2 1754.74 2401 Min. -13 5558.80 2 10496.60 2 309.26 3 -87.79 2 -501.58 2 99.24 2 -573.11 2 1754.74 2401 Max -13 14456.80 4 17142.10 3 2889.50 3 -68.34 2 -624.98 2 24.73 3 23.59 3 -4317.08 4401 Max -205 14456.80 4 17142.10 3 2889.50 3 -68.34 2 -624.98 2 24.73 3 23.59 3 -4317.08 4401 Max -210 14456.80 4 17142.10 3 2889.50 3 -68.34 2 -624.98 2 24.73 3 23.59 3 -4317.08 4401 Max -15 14456.80 4 17142.10 3 2889.50 3 -68.34 2 -624.98 2 24.73 3 23.59 3 -4317.08 4401 Min. -13 14231.10 3 11488.20 2 0.00 4 -286.95 4 -947.33 4 0.00 2 0.00 2 -5378.95 2401 Min. -205 14231.10 3 11488.20 2 0.00 4 -286.95 4 -947.33 4 0.00 2 0.00 2 -5378.95 2401 Min. -210 14231.10 3 11488.20 2 0.00 4 -286.95 4 -947.33 4 0.00 2 0.00 2 -5378.95 2401 Min. -15 14231.10 3 11488.20 2 0.00 4 -286.95 4 -947.33 4 0.00 2 0.00 2 -5378.95 2401 Max -15 20327.20 1 10706.80 1 2580.36 3 -561.80 2 -168.19 2 -13.97 3 293.70 3 -4174.98 4401 Max -210 20327.20 1 10706.80 1 2580.36 3 -561.80 2 -168.19 2 -13.97 3 293.70 3 -4174.98 4401 Max -122 20327.20 1 10706.80 1 2580.36 3 -561.80 2 -168.19 2 -13.97 3 293.70 3 -4174.98 4401 Max 32 20327.20 1 10706.80 1 2580.36 3 -561.80 2 -168.19 2 -13.97 3 293.70 3 -4174.98 4401 Min. -15 16312.90 2 7344.29 2 385.64 4 -809.12 4 -202.10 3 -99.10 2 -183.29 2 -4247.54 2401 Min. -210 16312.90 2 7344.29 2 385.64 4 -809.12 4 -202.10 3 -99.10 2 -183.29 2 -4247.54 2401 Min. -122 16312.90 2 7344.29 2 385.64 4 -809.12 4 -202.10 3 -99.10 2 -183.29 2 -4247.54 2401 Min. 32 16312.90 2 7344.29 2 385.64 4 -809.12 4 -202.10 3 -99.10 2 -183.29 2 -4247.54 2401 Max -138 20188.50 3 12290.90 3 -1667.51 4 -1189.72 2 18.17 3 260.78 3 -4662.49 2 -288.89 4401 Max -21 20188.50 3 12290.90 3 -1667.51 4 -1189.72 2 18.17 3 260.78 3 -4662.49 2 -288.89 4401 Max -23 20188.50 3 12290.90 3 -1667.51 4 -1189.72 2 18.17 3 260.78 3 -4662.49 2 -288.89 4401 Max -204 20188.50 3 12290.90 3 -1667.51 4 -1189.72 2 18.17 3 260.78 3 -4662.49 2 -288.89 4401 Min. -138 16120.80 2 9063.49 2 -2141.91 3 -1313.77 4 -132.65 2 244.63 2 -6043.73 3 -895.49 2401 Min. -21 16120.80 2 9063.49 2 -2141.91 3 -1313.77 4 -132.65 2 244.63 2 -6043.73 3 -895.49 2401 Min. -23 16120.80 2 9063.49 2 -2141.91 3 -1313.77 4 -132.65 2 244.63 2 -6043.73 3 -895.49 2401 Min. -204 16120.80 2 9063.49 2 -2141.91 3 -1313.77 4 -132.65 2 244.63 2 -6043.73 3 -895.49 2401 Max -165 13729.70 3 11914.50 4 -6593.65 3 -37.91 4 -210.39 3 698.95 3 -3437.42 2 8035.67 4401 Max 41 13729.70 3 11914.50 4 -6593.65 3 -37.91 4 -210.39 3 698.95 3 -3437.42 2 8035.67 4401 Max -17 13729.70 3 11914.50 4 -6593.65 3 -37.91 4 -210.39 3 698.95 3 -3437.42 2 8035.67 4401 Max -205 13729.70 3 11914.50 4 -6593.65 3 -37.91 4 -210.39 3 698.95 3 -3437.42 2 8035.67 4401 Min. -165 9558.71 4 8427.54 3 -8583.11 1 -133.63 3 -247.47 4 621.13 2 -4404.95 3 7024.18 2401 Min. 41 9558.71 4 8427.54 3 -8583.11 1 -133.63 3 -247.47 4 621.13 2 -4404.95 3 7024.18 2401 Min. -17 9558.71 4 8427.54 3 -8583.11 1 -133.63 3 -247.47 4 621.13 2 -4404.95 3 7024.18 2401 Min. -205 9558.71 4 8427.54 3 -8583.11 1 -133.63 3 -247.47 4 621.13 2 -4404.95 3 7024.18 2401 Max -171 12684.60 3 18047.10 4 0.00 4 217.78 4 -747.59 2 0.00 4 41.65 3 3091.70 4401 Max -5 12684.60 3 18047.10 4 0.00 4 217.78 4 -747.59 2 0.00 4 41.65 3 3091.70 4401 Max -7 12684.60 3 18047.10 4 0.00 4 217.78 4 -747.59 2 0.00 4 41.65 3 3091.70 4401 Max -206 12684.60 3 18047.10 4 0.00 4 217.78 4 -747.59 2 0.00 4 41.65 3 3091.70 4401 Min. -171 1122.15 2 12177.20 2 -3068.73 3 -353.08 2 -862.79 1 -27.28 3 0.00 2 -107.44 2401 Min. -5 1122.15 2 12177.20 2 -3068.73 3 -353.08 2 -862.79 1 -27.28 3 0.00 2 -107.44 2401 Min. -7 1122.15 2 12177.20 2 -3068.73 3 -353.08 2 -862.79 1 -27.28 3 0.00 2 -107.44 2401 Min. -206 1122.15 2 12177.20 2 -3068.73 3 -353.08 2 -862.79 1 -27.28 3 0.00 2 -107.44 2401 Max -206 20648.10 4 10987.90 4 -1530.02 2 -559.95 3 -152.53 2 63.58 1 -135.10 2 3444.04 4401 Max -7 20648.10 4 10987.90 4 -1530.02 2 -559.95 3 -152.53 2 63.58 1 -135.10 2 3444.04 4401 Max 12 20648.10 4 10987.90 4 -1530.02 2 -559.95 3 -152.53 2 63.58 1 -135.10 2 3444.04 4401 Max -73 20648.10 4 10987.90 4 -1530.02 2 -559.95 3 -152.53 2 63.58 1 -135.10 2 3444.04 4401 Min. -206 10467.30 2 7077.28 2 -3380.94 3 -762.38 2 -190.98 3 31.87 4 -999.95 1 1485.90 2

[76]

401 Min. -7 10467.30 2 7077.28 2 -3380.94 3 -762.38 2 -190.98 3 31.87 4 -999.95 1 1485.90 2401 Min. 12 10467.30 2 7077.28 2 -3380.94 3 -762.38 2 -190.98 3 31.87 4 -999.95 1 1485.90 2401 Min. -73 10467.30 2 7077.28 2 -3380.94 3 -762.38 2 -190.98 3 31.87 4 -999.95 1 1485.90 2401 Max -204 13495.40 1 14329.30 3 0.00 1 -1865.56 2 -1611.05 2 29.29 3 13.02 3 -1336.49 4401 Max -23 13495.40 1 14329.30 3 0.00 1 -1865.56 2 -1611.05 2 29.29 3 13.02 3 -1336.49 4401 Max -24 13495.40 1 14329.30 3 0.00 1 -1865.56 2 -1611.05 2 29.29 3 13.02 3 -1336.49 4401 Max -207 13495.40 1 14329.30 3 0.00 1 -1865.56 2 -1611.05 2 29.29 3 13.02 3 -1336.49 4401 Min. -204 11935.40 2 10850.80 2 -5.91 3 -2048.70 4 -1983.50 4 0.00 4 0.00 4 -2374.53 2401 Min. -23 11935.40 2 10850.80 2 -5.91 3 -2048.70 4 -1983.50 4 0.00 4 0.00 4 -2374.53 2401 Min. -24 11935.40 2 10850.80 2 -5.91 3 -2048.70 4 -1983.50 4 0.00 4 0.00 4 -2374.53 2401 Min. -207 11935.40 2 10850.80 2 -5.91 3 -2048.70 4 -1983.50 4 0.00 4 0.00 4 -2374.53 2401 Max -207 18293.90 4 11479.50 4 1837.36 1 -1189.72 2 -69.68 1 -244.63 2 5916.61 4 -288.89 4401 Max -24 18293.90 4 11479.50 4 1837.36 1 -1189.72 2 -69.68 1 -244.63 2 5916.61 4 -288.89 4401 Max -22 18293.90 4 11479.50 4 1837.36 1 -1189.72 2 -69.68 1 -244.63 2 5916.61 4 -288.89 4401 Max -87 18293.90 4 11479.50 4 1837.36 1 -1189.72 2 -69.68 1 -244.63 2 5916.61 4 -288.89 4401 Min. -207 16120.80 2 9063.49 2 1554.47 3 -1313.77 4 -132.65 2 -257.51 1 4662.49 2 -895.49 2401 Min. -24 16120.80 2 9063.49 2 1554.47 3 -1313.77 4 -132.65 2 -257.51 1 4662.49 2 -895.49 2401 Min. -22 16120.80 2 9063.49 2 1554.47 3 -1313.77 4 -132.65 2 -257.51 1 4662.49 2 -895.49 2401 Min. -87 16120.80 2 9063.49 2 1554.47 3 -1313.77 4 -132.65 2 -257.51 1 4662.49 2 -895.49 2401 Max -141 4718.38 3 11823.40 1 -3922.68 2 2306.33 3 -15.19 3 506.39 3 -4800.49 2 20799.80 3401 Max 21 4718.38 3 11823.40 1 -3922.68 2 2306.33 3 -15.19 3 506.39 3 -4800.49 2 20799.80 3401 Max -9 4718.38 3 11823.40 1 -3922.68 2 2306.33 3 -15.19 3 506.39 3 -4800.49 2 20799.80 3401 Max -208 4718.38 3 11823.40 1 -3922.68 2 2306.33 3 -15.19 3 506.39 3 -4800.49 2 20799.80 3401 Min. -141 2142.11 4 8171.65 2 -6407.58 1 1783.95 2 -76.66 2 241.00 2 -6742.37 3 16627.60 2401 Min. 21 2142.11 4 8171.65 2 -6407.58 1 1783.95 2 -76.66 2 241.00 2 -6742.37 3 16627.60 2401 Min. -9 2142.11 4 8171.65 2 -6407.58 1 1783.95 2 -76.66 2 241.00 2 -6742.37 3 16627.60 2401 Min. -208 2142.11 4 8171.65 2 -6407.58 1 1783.95 2 -76.66 2 241.00 2 -6742.37 3 16627.60 2401 Max -208 15542.70 4 16649.60 3 0.00 4 1427.96 4 -1530.96 2 4.37 3 231.17 3 5820.64 2401 Max -9 15542.70 4 16649.60 3 0.00 4 1427.96 4 -1530.96 2 4.37 3 231.17 3 5820.64 2401 Max -11 15542.70 4 16649.60 3 0.00 4 1427.96 4 -1530.96 2 4.37 3 231.17 3 5820.64 2401 Max -209 15542.70 4 16649.60 3 0.00 4 1427.96 4 -1530.96 2 4.37 3 231.17 3 5820.64 2401 Min. -208 13408.00 2 10875.70 2 -628.69 3 1238.87 2 -2071.63 1 0.00 1 0.00 2 3668.32 3401 Min. -9 13408.00 2 10875.70 2 -628.69 3 1238.87 2 -2071.63 1 0.00 1 0.00 2 3668.32 3401 Min. -11 13408.00 2 10875.70 2 -628.69 3 1238.87 2 -2071.63 1 0.00 1 0.00 2 3668.32 3401 Min. -209 13408.00 2 10875.70 2 -628.69 3 1238.87 2 -2071.63 1 0.00 1 0.00 2 3668.32 3401 Max -209 3932.20 2 13967.30 3 6789.88 3 2270.78 4 -72.04 4 -241.00 2 6244.90 1 20066.40 4401 Max -11 3932.20 2 13967.30 3 6789.88 3 2270.78 4 -72.04 4 -241.00 2 6244.90 1 20066.40 4401 Max 22 3932.20 2 13967.30 3 6789.88 3 2270.78 4 -72.04 4 -241.00 2 6244.90 1 20066.40 4401 Max -90 3932.20 2 13967.30 3 6789.88 3 2270.78 4 -72.04 4 -241.00 2 6244.90 1 20066.40 4401 Min. -209 2142.11 4 8171.65 2 3922.68 2 1783.95 2 -98.99 3 -459.57 4 4800.49 2 16627.60 2401 Min. -11 2142.11 4 8171.65 2 3922.68 2 1783.95 2 -98.99 3 -459.57 4 4800.49 2 16627.60 2401 Min. 22 2142.11 4 8171.65 2 3922.68 2 1783.95 2 -98.99 3 -459.57 4 4800.49 2 16627.60 2401 Min. -90 2142.11 4 8171.65 2 3922.68 2 1783.95 2 -98.99 3 -459.57 4 4800.49 2 16627.60 2401 Max -205 14251.70 4 17956.10 4 2279.55 3 432.66 4 -1072.11 2 37.81 3 162.65 3 4956.02 2401 Max -17 14251.70 4 17956.10 4 2279.55 3 432.66 4 -1072.11 2 37.81 3 162.65 3 4956.02 2401 Max -19 14251.70 4 17956.10 4 2279.55 3 432.66 4 -1072.11 2 37.81 3 162.65 3 4956.02 2401 Max -210 14251.70 4 17956.10 4 2279.55 3 432.66 4 -1072.11 2 37.81 3 162.65 3 4956.02 2401 Min. -205 12157.60 2 15505.10 2 0.00 4 338.38 3 -1339.61 4 0.00 2 0.00 4 4870.26 3401 Min. -17 12157.60 2 15505.10 2 0.00 4 338.38 3 -1339.61 4 0.00 2 0.00 4 4870.26 3401 Min. -19 12157.60 2 15505.10 2 0.00 4 338.38 3 -1339.61 4 0.00 2 0.00 4 4870.26 3401 Min. -210 12157.60 2 15505.10 2 0.00 4 338.38 3 -1339.61 4 0.00 2 0.00 4 4870.26 3401 Max -210 13046.90 1 14621.20 3 10597.90 3 -37.91 4 -222.41 2 -581.22 3 4189.00 4 8035.67 4401 Max -19 13046.90 1 14621.20 3 10597.90 3 -37.91 4 -222.41 2 -581.22 3 4189.00 4 8035.67 4401 Max 42 13046.90 1 14621.20 3 10597.90 3 -37.91 4 -222.41 2 -581.22 3 4189.00 4 8035.67 4401 Max -122 13046.90 1 14621.20 3 10597.90 3 -37.91 4 -222.41 2 -581.22 3 4189.00 4 8035.67 4401 Min. -210 9558.71 4 10398.80 2 6899.30 2 -103.01 1 -248.03 3 -683.13 4 3437.42 2 7024.18 2401 Min. -19 9558.71 4 10398.80 2 6899.30 2 -103.01 1 -248.03 3 -683.13 4 3437.42 2 7024.18 2401 Min. 42 9558.71 4 10398.80 2 6899.30 2 -103.01 1 -248.03 3 -683.13 4 3437.42 2 7024.18 2401 Min. -122 9558.71 4 10398.80 2 6899.30 2 -103.01 1 -248.03 3 -683.13 4 3437.42 2 7024.18 2

Sollecitazioni nuclei Simbologia

Nucleo = Numero del nucleo Liv. = Numero del livello Xg = Coord. baricentrica X Yg = Coord. baricentrica Y CC = Numero della combinazione delle condizioni di carico elementari Z = Coordinata Z N = Sforzo normale Tx = Taglio in dir. X Ty = Taglio in dir. Y Mx = Momento flettente intorno all'asse X My = Momento flettente intorno all'asse Y Mz = Momento flettente intorno all'asse Z Nucleo Liv. Xg

<cm> Yg

<cm> CC Z

<cm> N

<kg> Tx

<kg> Ty

<kg> Mx

<kgm> My

<kgm> Mz

<kgm> 1 1 0.00 4.72 1 0.00 -61915.90 -15478.60 80.73 734.28 -4602.40 -1110.421 1 0.00 4.72 2 0.00 -53477.30 -9430.58 11.75 -10144.50 -3022.35 -3986.581 1 0.00 4.72 3 0.00 -67326.60 -17226.80 38.53 892.05 -4984.81 -1128.311 1 0.00 4.72 4 0.00 -62001.40 -15472.90 10199.20 -13664.50 -4601.15 -964.981 1 0.00 4.72 1 0.97 -61835.30 -15481.80 83.83 791.19 -4602.87 -1105.501 1 0.00 4.72 2 0.97 -53420.90 -9429.30 14.06 -10107.60 -3022.59 -3987.621 1 0.00 4.72 3 0.97 -67240.50 -17230.10 42.22 952.62 -4985.27 -1123.211 1 0.00 4.72 4 0.97 -61920.70 -15476.10 10202.20 -13607.20 -4601.63 -960.091 2 0.00 4.72 1 0.97 -46629.90 2089.60 -12.40 2052.19 1891.98 -725.981 2 0.00 4.72 2 0.97 -41316.60 1150.62 -110.21 -5799.53 993.84 -1359.441 2 0.00 4.72 3 0.97 -50198.40 2423.75 -52.66 2305.94 2195.53 -781.451 2 0.00 4.72 4 0.97 -46700.40 2089.39 9639.41 -8307.62 1890.58 -690.871 2 0.00 4.72 1 1.94 -46615.60 2086.41 -35.06 2046.25 1893.15 -722.101 2 0.00 4.72 2 1.94 -41306.10 1147.61 -127.68 -5804.49 993.63 -1355.741 2 0.00 4.72 3 1.94 -50183.30 2419.87 -76.86 2299.13 2196.83 -776.741 2 0.00 4.72 4 1.94 -46685.50 2086.22 9616.97 -8312.61 1891.75 -687.081 3 0.00 4.72 1 1.94 -28692.90 783.48 24.38 896.24 498.73 229.601 3 0.00 4.72 2 1.94 -26405.60 362.44 47.30 -3339.45 260.26 1068.501 3 0.00 4.72 3 1.94 -30586.20 808.13 -15.84 1046.63 628.35 264.581 3 0.00 4.72 4 1.94 -28749.50 784.00 6888.27 -4171.26 497.17 238.981 3 0.00 4.72 1 2.91 -28692.90 785.77 12.04 886.92 499.95 226.811 3 0.00 4.72 2 2.91 -26404.00 362.98 37.82 -3344.36 260.73 1067.901 3 0.00 4.72 3 2.91 -30586.40 810.60 -29.09 1036.22 629.78 261.571 3 0.00 4.72 4 2.91 -28749.10 786.30 6876.05 -4179.90 498.40 236.131 4 0.00 4.72 1 2.91 -15280.90 280.27 -19.02 2.49 -17.58 429.751 4 0.00 4.72 2 2.91 -14392.00 119.12 -49.21 -1664.05 26.59 879.471 4 0.00 4.72 3 2.91 -16037.90 358.44 -66.25 46.22 62.16 451.27

[77]

1 4 0.00 4.72 4 2.91 -15312.70 279.67 4279.71 -1618.03 -19.10 367.801 4 0.00 4.72 1 3.88 -15282.10 281.44 -24.11 -1.71 -17.25 428.251 4 0.00 4.72 2 3.88 -14391.60 119.72 -53.00 -1665.61 26.73 878.711 4 0.00 4.72 3 3.88 -16039.40 359.61 -71.76 41.30 62.63 449.761 4 0.00 4.72 4 3.88 -15313.60 280.85 4274.69 -1621.95 -18.76 366.281 5 0.00 4.72 1 3.88 -4722.82 -158.66 -11.90 -186.03 -76.88 -42.441 5 0.00 4.72 2 3.88 -4434.20 -32.37 -86.39 -622.07 -15.66 45.711 5 0.00 4.72 3 3.88 -4930.70 -115.54 -41.14 -192.15 -56.00 -65.471 5 0.00 4.72 4 3.88 -4736.20 -159.93 1361.60 -338.02 -77.50 86.881 5 0.00 4.72 1 4.85 -4723.56 -158.10 -12.67 -187.30 -76.74 -43.001 5 0.00 4.72 2 4.85 -4434.56 -32.07 -86.95 -622.76 -15.59 45.421 5 0.00 4.72 3 4.85 -4931.50 -114.83 -42.13 -193.58 -55.73 -66.261 5 0.00 4.72 4 4.85 -4736.92 -159.37 1360.83 -339.31 -77.36 86.292 1 2.15 -0.15 1 0.00 -25072.50 0.00 -9839.68 2883.59 0.00 0.002 1 2.15 -0.15 2 0.00 -26526.30 0.00 -1196.54 577.51 0.00 0.002 1 2.15 -0.15 3 0.00 -25108.30 -2202.78 -9823.68 2877.47 -4628.24 -56.462 1 2.15 -0.15 4 0.00 -22767.80 0.00 -8953.67 2641.15 0.00 0.002 1 2.15 -0.15 1 0.97 -25072.50 0.00 -9839.68 2883.59 0.00 0.002 1 2.15 -0.15 2 0.97 -26526.30 0.00 -1196.54 577.51 0.00 0.002 1 2.15 -0.15 3 0.97 -25108.30 -2202.78 -9823.68 2877.47 -4628.24 -56.462 1 2.15 -0.15 4 0.97 -22767.80 0.00 -8953.67 2641.15 0.00 0.002 2 2.15 -0.15 1 0.97 -17252.70 0.00 -17.91 -1897.34 0.00 0.002 2 2.15 -0.15 2 0.97 -18564.40 0.00 241.87 114.49 0.00 0.002 2 2.15 -0.15 3 0.97 -17286.80 -2171.58 -14.68 -1894.14 -3394.90 13.192 2 2.15 -0.15 4 0.97 -16175.20 0.00 -143.99 -1771.22 0.00 0.002 2 2.15 -0.15 1 1.94 -17252.70 0.00 -17.91 -1897.34 0.00 0.002 2 2.15 -0.15 2 1.94 -18564.40 0.00 241.87 114.49 0.00 0.002 2 2.15 -0.15 3 1.94 -17286.80 -2171.58 -14.68 -1894.14 -3394.90 13.192 2 2.15 -0.15 4 1.94 -16175.20 0.00 -143.99 -1771.22 0.00 0.002 3 2.15 -0.15 1 1.94 -11352.80 0.00 684.55 -1574.03 0.00 0.002 3 2.15 -0.15 2 1.94 -12173.60 0.00 -263.21 104.14 0.00 0.002 3 2.15 -0.15 3 1.94 -11378.30 -1665.15 682.59 -1570.20 -1999.97 11.412 3 2.15 -0.15 4 1.94 -10822.60 0.00 711.55 -1495.95 0.00 0.002 3 2.15 -0.15 1 2.91 -11352.80 0.00 684.55 -1574.03 0.00 0.002 3 2.15 -0.15 2 2.91 -12173.60 0.00 -263.21 104.14 0.00 0.002 3 2.15 -0.15 3 2.91 -11378.30 -1665.15 682.59 -1570.20 -1999.97 11.412 3 2.15 -0.15 4 2.91 -10822.60 0.00 711.55 -1495.95 0.00 0.002 4 2.15 -0.15 1 2.91 -6195.81 0.00 995.62 -759.14 0.00 0.002 4 2.15 -0.15 2 2.91 -6677.33 0.00 72.07 11.44 0.00 0.002 4 2.15 -0.15 3 2.91 -6211.33 -1370.75 992.69 -757.69 -1025.77 -75.282 4 2.15 -0.15 4 2.91 -5967.76 0.00 900.47 -714.12 0.00 0.002 4 2.15 -0.15 1 3.88 -6195.81 0.00 995.62 -759.14 0.00 0.002 4 2.15 -0.15 2 3.88 -6677.33 0.00 72.07 11.44 0.00 0.002 4 2.15 -0.15 3 3.88 -6211.33 -1370.75 992.69 -757.69 -1025.77 -75.282 4 2.15 -0.15 4 3.88 -5967.76 0.00 900.47 -714.12 0.00 0.002 5 2.15 -0.15 1 3.88 -1812.39 0.00 790.88 107.31 0.00 0.002 5 2.15 -0.15 2 3.88 -2096.75 0.00 -24.88 34.32 0.00 0.002 5 2.15 -0.15 3 3.88 -1821.41 -936.16 785.09 104.53 -333.43 128.512 5 2.15 -0.15 4 3.88 -1751.79 0.00 813.51 117.16 0.00 0.002 5 2.15 -0.15 1 4.85 -1812.39 0.00 790.88 107.31 0.00 0.002 5 2.15 -0.15 2 4.85 -2096.75 0.00 -24.88 34.32 0.00 0.002 5 2.15 -0.15 3 4.85 -1821.41 -936.16 785.09 104.53 -333.43 128.512 5 2.15 -0.15 4 4.85 -1751.79 0.00 813.51 117.16 0.00 0.003 1 4.30 4.72 1 0.00 -61915.90 15478.60 80.73 734.31 4602.40 1110.433 1 4.30 4.72 2 0.00 -53477.30 9430.58 11.75 -10144.40 3022.35 3986.583 1 4.30 4.72 3 0.00 -56105.20 14579.00 127.67 555.57 4359.69 1128.963 1 4.30 4.72 4 0.00 -62001.40 15472.90 10199.20 -13664.50 4601.15 964.993 1 4.30 4.72 1 0.97 -61835.30 15481.80 83.83 791.17 4602.87 1105.503 1 4.30 4.72 2 0.97 -53420.90 9429.30 14.06 -10107.70 3022.59 3987.623 1 4.30 4.72 3 0.97 -56030.10 14582.90 130.18 608.86 4360.21 1123.303 1 4.30 4.72 4 0.97 -61920.70 15476.10 10202.20 -13607.20 4601.63 960.083 2 4.30 4.72 1 0.97 -46629.90 -2089.60 -12.40 2052.19 -1891.98 725.983 2 4.30 4.72 2 0.97 -41316.60 -1150.62 -110.21 -5799.53 -993.84 1359.443 2 4.30 4.72 3 0.97 -42620.30 -1920.95 30.33 1788.69 -1780.20 709.923 2 4.30 4.72 4 0.97 -46700.40 -2089.39 9639.41 -8307.62 -1890.58 690.873 2 4.30 4.72 1 1.94 -46615.60 -2086.41 -35.06 2046.25 -1893.15 722.103 2 4.30 4.72 2 1.94 -41306.10 -1147.61 -127.68 -5804.49 -993.63 1355.743 2 4.30 4.72 3 1.94 -42607.00 -1918.23 9.22 1783.57 -1781.40 706.603 2 4.30 4.72 4 1.94 -46685.50 -2086.22 9616.97 -8312.61 -1891.75 687.083 3 4.30 4.72 1 1.94 -28692.90 -783.48 24.38 896.24 -498.73 -229.603 3 4.30 4.72 2 1.94 -26405.60 -362.44 47.30 -3339.45 -260.26 -1068.503 3 4.30 4.72 3 1.94 -26441.60 -841.25 63.98 743.08 -440.69 -204.823 3 4.30 4.72 4 1.94 -28749.50 -784.00 6888.27 -4171.26 -497.17 -238.983 3 4.30 4.72 1 2.91 -28692.90 -785.77 12.04 886.94 -499.95 -226.813 3 4.30 4.72 2 2.91 -26404.00 -362.98 37.82 -3344.35 -260.73 -1067.903 3 4.30 4.72 3 2.91 -26441.50 -843.39 52.56 734.82 -441.86 -202.193 3 4.30 4.72 4 2.91 -28749.10 -786.30 6876.05 -4179.88 -498.40 -236.133 4 4.30 4.72 1 2.91 -15280.90 -280.27 -19.02 2.50 17.58 -429.753 4 4.30 4.72 2 2.91 -14392.00 -119.12 -49.21 -1664.04 -26.59 -879.473 4 4.30 4.72 3 2.91 -14328.60 -245.39 29.05 -44.56 86.71 -434.713 4 4.30 4.72 4 2.91 -15312.70 -279.67 4279.71 -1618.02 19.10 -367.803 4 4.30 4.72 1 3.88 -15282.10 -281.44 -24.11 -1.70 17.25 -428.253 4 4.30 4.72 2 3.88 -14391.60 -119.72 -53.00 -1665.61 -26.73 -878.713 4 4.30 4.72 3 3.88 -14329.50 -246.55 24.41 -48.06 86.39 -433.223 4 4.30 4.72 4 3.88 -15313.60 -280.85 4274.69 -1621.94 18.76 -366.283 5 4.30 4.72 1 3.88 -4722.82 158.66 -11.90 -186.02 76.88 42.443 5 4.30 4.72 2 3.88 -4434.20 32.37 -86.39 -622.06 15.66 -45.713 5 4.30 4.72 3 3.88 -4515.39 212.45 18.31 -182.72 102.97 35.713 5 4.30 4.72 4 3.88 -4736.20 159.93 1361.60 -338.02 77.50 -86.883 5 4.30 4.72 1 4.85 -4723.56 158.10 -12.67 -187.30 76.74 43.003 5 4.30 4.72 2 4.85 -4434.56 32.07 -86.95 -622.76 15.59 -45.423 5 4.30 4.72 3 4.85 -4515.99 211.97 17.77 -183.73 102.87 36.133 5 4.30 4.72 4 4.85 -4736.92 159.37 1360.83 -339.31 77.36 -86.294 1 2.15 9.60 1 0.00 -24295.20 0.00 9916.92 -2972.29 0.00 0.004 1 2.15 9.60 2 0.00 -18056.40 0.00 9617.85 -2823.19 0.00 0.004 1 2.15 9.60 3 0.00 -24342.70 -2496.57 9884.73 -2959.11 -4850.08 86.834 1 2.15 9.60 4 0.00 -26517.20 0.00 10804.10 -3220.37 0.00 0.004 1 2.15 9.60 1 0.97 -24295.20 0.00 9916.92 -2972.29 0.00 0.004 1 2.15 9.60 2 0.97 -18056.40 0.00 9617.85 -2823.19 0.00 0.004 1 2.15 9.60 3 0.97 -24342.70 -2496.57 9884.73 -2959.11 -4850.08 86.834 1 2.15 9.60 4 0.97 -26517.20 0.00 10804.10 -3220.37 0.00 0.004 2 2.15 9.60 1 0.97 -17913.80 0.00 -2.45 1836.23 0.00 0.004 2 2.15 9.60 2 0.97 -13666.70 0.00 96.26 1888.15 0.00 0.004 2 2.15 9.60 3 0.97 -17958.10 -2471.14 -12.53 1828.91 -3611.96 -12.974 2 2.15 9.60 4 0.97 -19044.70 0.00 -114.31 1964.18 0.00 0.004 2 2.15 9.60 1 1.94 -17913.80 0.00 -2.45 1836.23 0.00 0.004 2 2.15 9.60 2 1.94 -13666.70 0.00 96.26 1888.15 0.00 0.00

[78]

4 2 2.15 9.60 3 1.94 -17958.10 -2471.14 -12.53 1828.91 -3611.96 -12.974 2 2.15 9.60 4 1.94 -19044.70 0.00 -114.31 1964.18 0.00 0.004 3 2.15 9.60 1 1.94 -12234.90 0.00 -631.86 1528.59 0.00 0.004 3 2.15 9.60 2 1.94 -9837.49 0.00 -697.91 1596.35 0.00 0.004 3 2.15 9.60 3 1.94 -12268.00 -1829.03 -630.64 1516.98 -2114.16 -12.124 3 2.15 9.60 4 1.94 -12817.90 0.00 -605.97 1614.85 0.00 0.004 3 2.15 9.60 1 2.91 -12234.90 0.00 -631.86 1528.59 0.00 0.004 3 2.15 9.60 2 2.91 -9837.49 0.00 -697.91 1596.35 0.00 0.004 3 2.15 9.60 3 2.91 -12268.00 -1829.03 -630.64 1516.98 -2114.16 -12.124 3 2.15 9.60 4 2.91 -12817.90 0.00 -605.97 1614.85 0.00 0.004 4 2.15 9.60 1 2.91 -6786.38 0.00 -910.06 780.76 0.00 0.004 4 2.15 9.60 2 2.91 -5847.18 0.00 -831.89 854.39 0.00 0.004 4 2.15 9.60 3 2.91 -6804.59 -1428.35 -907.13 771.16 -1039.96 81.134 4 2.15 9.60 4 2.91 -7043.03 0.00 -1003.73 834.14 0.00 0.004 4 2.15 9.60 1 3.88 -6786.38 0.00 -910.06 780.76 0.00 0.004 4 2.15 9.60 2 3.88 -5847.18 0.00 -831.89 854.39 0.00 0.004 4 2.15 9.60 3 3.88 -6804.59 -1428.35 -907.13 771.16 -1039.96 81.134 4 2.15 9.60 4 3.88 -7043.03 0.00 -1003.73 834.14 0.00 0.004 5 2.15 9.60 1 3.88 -2188.17 0.00 -692.15 3.68 0.00 0.004 5 2.15 9.60 2 3.88 -2176.07 0.00 -668.69 126.61 0.00 0.004 5 2.15 9.60 3 3.88 -2194.06 -895.04 -676.51 3.09 -317.33 -142.564 5 2.15 9.60 4 3.88 -2255.82 0.00 -683.72 15.72 0.00 0.004 5 2.15 9.60 1 4.85 -2188.17 0.00 -692.15 3.68 0.00 0.004 5 2.15 9.60 2 4.85 -2176.07 0.00 -668.69 126.61 0.00 0.004 5 2.15 9.60 3 4.85 -2194.06 -895.04 -676.51 3.09 -317.33 -142.564 5 2.15 9.60 4 4.85 -2255.82 0.00 -683.72 15.72 0.00 0.005 1 2.15 1.48 1 0.00 25458.90 0.00 150.40 141.65 0.00 0.005 1 2.15 1.48 2 0.00 19278.40 0.00 -8152.28 2352.16 0.00 0.005 1 2.15 1.48 3 0.00 25374.60 -3278.37 186.36 122.70 -143.29 -183.275 1 2.15 1.48 4 0.00 25654.10 0.00 935.54 -137.71 0.00 0.005 1 2.15 1.48 1 0.97 25458.90 0.00 150.40 141.65 0.00 0.005 1 2.15 1.48 2 0.97 19278.40 0.00 -8152.28 2352.16 0.00 0.005 1 2.15 1.48 3 0.97 25374.60 -3278.37 186.36 122.70 -143.29 -183.275 1 2.15 1.48 4 0.97 25654.10 0.00 935.54 -137.71 0.00 0.005 2 2.15 1.48 1 0.97 15636.40 0.00 90.70 258.58 0.00 0.005 2 2.15 1.48 2 0.97 12004.60 0.00 -111.43 -1655.74 0.00 0.005 2 2.15 1.48 3 0.97 15536.30 -2867.90 105.84 264.42 316.11 38.705 2 2.15 1.48 4 0.97 16036.10 0.00 131.26 379.69 0.00 0.005 2 2.15 1.48 1 1.94 15636.40 0.00 90.70 258.58 0.00 0.005 2 2.15 1.48 2 1.94 12004.60 0.00 -111.43 -1655.74 0.00 0.005 2 2.15 1.48 3 1.94 15536.30 -2867.90 105.84 264.42 316.11 38.705 2 2.15 1.48 4 1.94 16036.10 0.00 131.26 379.69 0.00 0.005 3 2.15 1.48 1 1.94 6470.97 0.00 4.78 304.89 0.00 0.005 3 2.15 1.48 2 1.94 4846.82 0.00 959.26 -1244.54 0.00 0.005 3 2.15 1.48 3 1.94 6389.07 -1822.30 11.48 321.32 375.68 -1.685 3 2.15 1.48 4 1.94 6892.38 0.00 -55.60 416.39 0.00 0.005 3 2.15 1.48 1 2.91 6470.97 0.00 4.78 304.89 0.00 0.005 3 2.15 1.48 2 2.91 4846.82 0.00 959.26 -1244.54 0.00 0.005 3 2.15 1.48 3 2.91 6389.07 -1822.30 11.48 321.32 375.68 -1.685 3 2.15 1.48 4 2.91 6892.38 0.00 -55.60 416.39 0.00 0.005 4 2.15 1.48 1 2.91 1010.75 0.00 -140.89 238.88 0.00 0.005 4 2.15 1.48 2 2.91 446.74 0.00 672.52 -453.12 0.00 0.005 4 2.15 1.48 3 2.91 968.72 -803.68 -143.07 257.50 364.41 -97.425 4 2.15 1.48 4 2.91 1267.37 0.00 -208.31 288.39 0.00 0.005 4 2.15 1.48 1 3.88 1010.75 0.00 -140.89 238.88 0.00 0.005 4 2.15 1.48 2 3.88 446.74 0.00 672.52 -453.12 0.00 0.005 4 2.15 1.48 3 3.88 968.72 -803.68 -143.07 257.50 364.41 -97.425 4 2.15 1.48 4 3.88 1267.37 0.00 -208.31 288.39 0.00 0.005 5 2.15 1.48 1 3.88 -1556.44 0.00 -435.59 -40.71 0.00 0.005 5 2.15 1.48 2 3.88 -1593.29 0.00 452.76 92.64 0.00 0.005 5 2.15 1.48 3 3.88 -1547.98 152.13 -469.23 -39.47 211.64 165.035 5 2.15 1.48 4 3.88 -1465.07 0.00 -435.68 -23.95 0.00 0.005 5 2.15 1.48 1 4.85 -1556.44 0.00 -435.59 -40.71 0.00 0.005 5 2.15 1.48 2 4.85 -1593.29 0.00 452.76 92.64 0.00 0.005 5 2.15 1.48 3 4.85 -1547.98 152.13 -469.23 -39.47 211.64 165.035 5 2.15 1.48 4 4.85 -1465.07 0.00 -435.68 -23.95 0.00 0.006 1 2.15 4.50 1 0.00 -11033.10 0.00 -2.86 14.14 0.00 0.006 1 2.15 4.50 2 0.00 -13622.90 0.00 8214.57 -2269.75 0.00 0.006 1 2.15 4.50 3 0.00 -11182.40 -5427.04 -6.33 16.43 -5979.71 -14.526 1 2.15 4.50 4 0.00 -11066.60 0.00 986.58 -293.39 0.00 0.006 1 2.15 4.50 1 0.97 -11033.10 0.00 -2.86 14.14 0.00 0.006 1 2.15 4.50 2 0.97 -13622.90 0.00 8214.57 -2269.75 0.00 0.006 1 2.15 4.50 3 0.97 -11182.40 -5427.04 -6.33 16.43 -5979.71 -14.526 1 2.15 4.50 4 0.97 -11066.60 0.00 986.58 -293.39 0.00 0.006 2 2.15 4.50 1 0.97 -8574.41 0.00 -19.95 3.08 0.00 0.006 2 2.15 4.50 2 0.97 -9971.94 0.00 53.66 1740.35 0.00 0.006 2 2.15 4.50 3 0.97 -8729.52 -5141.50 -21.67 2.84 -3292.53 5.906 2 2.15 4.50 4 0.97 -8592.75 0.00 -59.31 156.34 0.00 0.006 2 2.15 4.50 1 1.94 -8574.41 0.00 -19.95 3.08 0.00 0.006 2 2.15 4.50 2 1.94 -9971.94 0.00 53.66 1740.35 0.00 0.006 2 2.15 4.50 3 1.94 -8729.52 -5141.50 -21.67 2.84 -3292.53 5.906 2 2.15 4.50 4 1.94 -8592.75 0.00 -59.31 156.34 0.00 0.006 3 2.15 4.50 1 1.94 -9329.83 0.00 -6.14 -9.57 0.00 0.006 3 2.15 4.50 2 1.94 -9247.97 0.00 -931.68 1314.52 0.00 0.006 3 2.15 4.50 3 1.94 -9456.79 -3571.42 -7.46 -11.29 -1411.76 -0.976 3 2.15 4.50 4 1.94 -9337.96 0.00 -14.63 120.47 0.00 0.006 3 2.15 4.50 1 2.91 -9329.83 0.00 -6.14 -9.57 0.00 0.006 3 2.15 4.50 2 2.91 -9247.97 0.00 -931.68 1314.52 0.00 0.006 3 2.15 4.50 3 2.91 -9456.79 -3571.42 -7.46 -11.29 -1411.76 -0.976 3 2.15 4.50 4 2.91 -9337.96 0.00 -14.63 120.47 0.00 0.006 4 2.15 4.50 1 2.91 -7265.78 0.00 -12.62 -18.66 0.00 0.006 4 2.15 4.50 2 2.91 -6918.97 0.00 -683.80 531.01 0.00 0.006 4 2.15 4.50 3 2.91 -7337.62 -2150.58 -13.63 -21.52 -374.84 -8.826 4 2.15 4.50 4 2.91 -7264.97 0.00 -97.56 66.06 0.00 0.006 4 2.15 4.50 1 3.88 -7265.78 0.00 -12.62 -18.66 0.00 0.006 4 2.15 4.50 2 3.88 -6918.97 0.00 -683.80 531.01 0.00 0.006 4 2.15 4.50 3 3.88 -7337.62 -2150.58 -13.63 -21.52 -374.84 -8.826 4 2.15 4.50 4 3.88 -7264.97 0.00 -97.56 66.06 0.00 0.006 5 2.15 4.50 1 3.88 -3917.32 0.00 24.54 -12.88 0.00 0.006 5 2.15 4.50 2 3.88 -3818.05 0.00 -565.35 -74.84 0.00 0.006 5 2.15 4.50 3 3.88 -3917.26 -707.66 28.39 -14.36 13.94 12.936 5 2.15 4.50 4 3.88 -3912.15 0.00 -23.60 7.30 0.00 0.006 5 2.15 4.50 1 4.85 -3917.32 0.00 24.54 -12.88 0.00 0.006 5 2.15 4.50 2 4.85 -3818.05 0.00 -565.35 -74.84 0.00 0.006 5 2.15 4.50 3 4.85 -3917.26 -707.66 28.39 -14.36 13.94 12.936 5 2.15 4.50 4 4.85 -3912.15 0.00 -23.60 7.30 0.00 0.007 1 2.15 7.50 1 0.00 29846.00 0.00 -389.36 -2.50 0.00 0.00

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7 1 2.15 7.50 2 0.00 16978.40 0.00 -8509.42 2232.36 0.00 0.007 1 2.15 7.50 3 0.00 29762.90 -3694.99 -410.40 9.11 -59.62 166.797 1 2.15 7.50 4 0.00 29772.50 0.00 395.31 -282.48 0.00 0.007 1 2.15 7.50 1 0.97 29846.00 0.00 -389.36 -2.50 0.00 0.007 1 2.15 7.50 2 0.97 16978.40 0.00 -8509.42 2232.36 0.00 0.007 1 2.15 7.50 3 0.97 29762.90 -3694.99 -410.40 9.11 -59.62 166.797 1 2.15 7.50 4 0.97 29772.50 0.00 395.31 -282.48 0.00 0.007 2 2.15 7.50 1 0.97 19723.90 0.00 -2.92 -192.75 0.00 0.007 2 2.15 7.50 2 0.97 11195.10 0.00 -42.48 -1915.31 0.00 0.007 2 2.15 7.50 3 0.97 19616.50 -3209.08 -11.97 -195.74 547.02 -41.927 2 2.15 7.50 4 0.97 19536.20 0.00 39.41 -71.64 0.00 0.007 2 2.15 7.50 1 1.94 19723.90 0.00 -2.92 -192.75 0.00 0.007 2 2.15 7.50 2 1.94 11195.10 0.00 -42.48 -1915.31 0.00 0.007 2 2.15 7.50 3 1.94 19616.50 -3209.08 -11.97 -195.74 547.02 -41.927 2 2.15 7.50 4 1.94 19536.20 0.00 39.41 -71.64 0.00 0.007 3 2.15 7.50 1 1.94 9426.97 0.00 -87.78 -236.74 0.00 0.007 3 2.15 7.50 2 1.94 4816.43 0.00 848.41 -1524.43 0.00 0.007 3 2.15 7.50 3 1.94 9336.45 -2049.84 -91.79 -246.06 615.71 9.307 3 2.15 7.50 4 1.94 9179.25 0.00 -150.09 -125.32 0.00 0.007 3 2.15 7.50 1 2.91 9426.97 0.00 -87.78 -236.74 0.00 0.007 3 2.15 7.50 2 2.91 4816.43 0.00 848.41 -1524.43 0.00 0.007 3 2.15 7.50 3 2.91 9336.45 -2049.84 -91.79 -246.06 615.71 9.307 3 2.15 7.50 4 2.91 9179.25 0.00 -150.09 -125.32 0.00 0.007 4 2.15 7.50 1 2.91 2615.46 0.00 111.07 -225.44 0.00 0.007 4 2.15 7.50 2 2.91 595.61 0.00 873.31 -689.40 0.00 0.007 4 2.15 7.50 3 2.91 2567.78 -942.11 113.42 -235.57 517.77 75.247 4 2.15 7.50 4 2.91 2449.97 0.00 44.50 -176.53 0.00 0.007 4 2.15 7.50 1 3.88 2615.46 0.00 111.07 -225.44 0.00 0.007 4 2.15 7.50 2 3.88 595.61 0.00 873.31 -689.40 0.00 0.007 4 2.15 7.50 3 3.88 2567.78 -942.11 113.42 -235.57 517.77 75.247 4 2.15 7.50 4 3.88 2449.97 0.00 44.50 -176.53 0.00 0.007 5 2.15 7.50 1 3.88 -1043.39 0.00 336.89 -8.17 0.00 0.007 5 2.15 7.50 2 3.88 -1411.16 0.00 979.50 209.22 0.00 0.007 5 2.15 7.50 3 3.88 -1036.58 95.56 355.86 -7.98 272.95 -128.667 5 2.15 7.50 4 3.88 -1106.12 0.00 336.98 8.48 0.00 0.007 5 2.15 7.50 1 4.85 -1043.39 0.00 336.89 -8.17 0.00 0.007 5 2.15 7.50 2 4.85 -1411.16 0.00 979.50 209.22 0.00 0.007 5 2.15 7.50 3 4.85 -1036.58 95.56 355.86 -7.98 272.95 -128.667 5 2.15 7.50 4 4.85 -1106.12 0.00 336.98 8.48 0.00 0.00

Criteri di progetto utilizzati Solette/Platee Generali Controllo resistenza a taglio allo S.L.U. no Calcolo armature con metodo di Wood no Accoppia pilastri per calcolo punzonamento si -Massima distanza come un moltiplicatore dello spessore 1.50Disposizione disegno 2A Particolari nel disegno principale -Eliminare le quotature no -Eliminare le campiture no -Eliminare la numerazione dei pilastri no -Eliminare la numerazione delle travi e dei muri no Particolari nei disegni secondari -Eliminare le quotature si -Eliminare le campiture si -Eliminare la numerazione dei pilastri si -Eliminare la numerazione delle travi e dei muri si Disegno armatura diffusa no Posizione particolari punzonamento In automatico Copriferro per calcolo lunghezza ferri <cm> 3.50Risvoltare al bordo i ferri -Inferiori si -Superiori si Lunghezza risvolti ferri al bordo Pari all'altezza meno due volte il copriferro Disegno particolare ferri al bordo si Scala disegno particolare ferri al bordo 20.00 Specifici 1 Calcestruzzo -Rbk calcestruzzo <kg/cmq> 300.00 -Modulo elastico <kg/cmq> 312202.00 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 249.00 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 18.25 -Gamma c per stati limite ultimi -Automatico x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 97.50 -Resistenza teorica a trazione <kg/cmq> 18.10 -Tauc0 <kg/cmq> 6.00 -Tauc1 <kg/cmq> 18.20 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 -Modulo elastico <kg/cmq> 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.00 -Gamma s per stati limite ultimi -Automatico x -Pari a -Sigma amm. acciaio <kg/cmq> 2600.00 -Sigma amm. reti e tralicci <kg/cmq> 2600.00 Coeff. di omogeneizzazione 15.00 Angolo d'armatura <grad> 0.00 Copriferro teorico superiore <cm> 3.00 Copriferro teorico inferiore <cm> 3.00 Tipo di progetto in doppia armatura -Tensione pari ai valori amm. x -Tensione pari ai valori amm. con AfComp/AfTesa minore o pari a -Tensione pari ai valori amm. con AfComp/AfTesa pari a Min. percentuale di regolamento -Platee di fondazione su suolo elastico No -Solette di elevazione Si Controlla min. armatura di ripartizione No Elenco diametri utilizzabili 1 <mm> 10

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Elenco diametri utilizzabili 2 <mm> 12 Elenco diametri utilizzabili 3 <mm> 14 Elenco diametri utilizzabili 4 <mm> 16 Elenco diametri utilizzabili 5 <mm> Elenco diametri utilizzabili 6 <mm> Elenco diametri utilizzabili 7 <mm> Passi utilizzabili -Minimo <cm> 15.00 -Massimo <cm> 30.00 -Incremento <cm> 5.00 Uniformizzazione interassi armatura No -Sempre -Nella stessa direzione -Nella stessa posizione Uniformizzazione diametri armatura No -Sempre -Nella stessa direzione -Nella stessa posizione Tipo di ottimizzazione armatura a flessione -Minimizza il numero dei ferri -Minimizza il peso complessivo dei ferri x Fattore di riduzione per ancoraggio ferri 0.70 Lunghezza ancoraggi armature -Calcolata in funzione della Sigmaf x -Imposta come multiplo del diametro Lunghezza ancoraggi ferri punzonamento -Calcolata in funzione della Sigmaf x -Imposta come multiplo del diametro Fattore di riduzione altezza soletta/platea 0.90 Modifica altezza soletta/platea Si Allargamento piastra pilastri in acciaio <cm> 5.00 Distanza dal bordo libero -Distanza come un moltiplicatore dello spessore 1.00 -Distanza imposta a <cm> Tolleranza di posizionamento barre -Distanza come un moltiplicatore dello spessore 0.10 -Distanza imposta a <cm> Elenco diametri utilizzabili 1 <mm> 12 Elenco diametri utilizzabili 2 <mm> 14 Elenco diametri utilizzabili 3 <mm> 16 Elenco diametri utilizzabili 4 <mm> 18 Elenco diametri utilizzabili 5 <mm> 20 Elenco diametri utilizzabili 6 <mm> Elenco diametri utilizzabili 7 <mm> Passi utilizzabili -Minimo <cm> 10.00 -Massimo <cm> 20.00 -Incremento <cm> 2.00 Tipo di ottimizzazione armatura a punzonamento -Minimizza il numero dei ferri x -Minimizza il peso complessivo dei ferri Gruppo di esigenza -Ambiente poco aggressivo x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette No -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante Controllo rapporto X/D No Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto Incremento <%> 30.00 -Tutte le barre in trazione Nuclei Generali Scala disegno nuclei 25.00 Campitura disegno nucleo Rada Quotatura si Tipo di relazione Estesa Specifici 1 Calcestruzzo -Rbk calcestruzzo <kg/cmq> 300.00 -Modulo elastico <kg/cmq> 312202.00 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 249.00 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 18.25 -Gamma c per stati limite ultimi -Automatico x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 97.50 -Resistenza teorica a trazione <kg/cmq> 18.10 -Tauc0 <kg/cmq> 6.00 -Tauc1 <kg/cmq> 18.20 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 -Modulo elastico <kg/cmq> 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.00 -Gamma s per stati limite ultimi -Automatico x -Pari a -Sigma amm. acciaio <kg/cmq> 2600.00 -Sigma amm. reti e tralicci <kg/cmq> 2600.00 Coeff. di omogeneizzazione 15.00 Copriferro <cm> 1.50 Fattore moltiplicativo per calcolo Tau x 1.00 Fattore moltiplicativo per calcolo Tau y 1.00 Fattore di riduzione per ancoraggio ferri 0.70 Lunghezza ancoraggi armature -Calcolata in funzione della Sigma f -Imposta come multiplo del diametro 20.00 Rispetta prescrizioni relative alle pareti anche nei nuclei Si Considera pressoflessione retta per pareti isolate Si Armatura secondo Circ. 65 del 10/04/97 No Lunghezza minima pari a <m> 0.50

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Conteggiare le riprese in elevazione Si Conteggiare le riprese in fondazione Si Diametro armatura verticale <mm> 10.00 Passo armatura verticale <cm> 20.00 Diametro armatura orizzontale <mm> 8.00 Passo armatura orizzontale <cm> 20.00 Modalità di completamento armatura verticale -Adattata x -Terminata -Nessuna Tipo di armatura orizzontale -Dritta -Con risvolti di estremità x -A staffa chiusa Armare le pareti corte con staffe Si -Se più corte di un multiplo dello spessore pari a x -Se più corte di <cm> Modalità di chiusura estremi liberi delle pareti -Nessuna chiusura x -Chiusura con ferri ad U -Chiusura con staffe Lunghezza armatura di chiusura -Multiplo dello spessore pari a 1.50 -Lunghezza fissa pari a Modalità di chiusura estremi interni delle pareti -Nessuna chiusura x -Chiusura con ferri ad U -Chiusura con staffe Lunghezza armatura di chiusura -Multiplo dello spessore pari a 1.00 -Lunghezza fissa pari a Diametro ferri di collegamento <mm> 6.00 Numero ferri di collegamento (a mq) 6.00 Lunghezza ancoraggio ferri di collegamento <cm> 8.00 Gruppo di esigenza -Ambiente poco aggressivo x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette No -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante Controllo rapporto X/D No Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto Diametro armatura orizzontale <%> 30.00 -Tutte le barre in trazione Verifiche e armature nuclei Simbologia

Liv. = Numero del livello Pos. = Posizione (P=Piede, T=Testa) CC = Numero della combinazione delle condizioni di carico elementari N = Sforzo normale Mz = Momento flettente intorno all'asse Z My = Momento flettente intorno all'asse Y �c = Tensione nel calcestruzzo �f = Tensione nel ferro Tx = Taglio parete in dir. X (longitudinale) �x = Tensione tangenziale parete in dir. X (longitudinale) �fo = Tensione nell'armatura orizzontale dir. X (longitudinale) Ty = Taglio parete in dir. Y (trasversale) �y = Tensione tangenziale parete in dir. Y (trasversale) Nucleo 1 Nodi 1 -132 11 -138 21 -25 31 -165 -21 -141 -27 41 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -61915.90 -4602.40 0.00 5.15 11.141 P 1 -61915.90 0.00 734.28 2.05 0.001 P 2 -53477.30 -3022.35 0.00 3.68 0.001 P 2 -53477.30 0.00 -10144.50 1.96 0.001 P 3 -67326.60 -4984.81 0.00 5.58 11.761 P 3 -67326.60 0.00 892.05 2.23 0.001 P 4 -62001.40 -4601.15 0.00 5.15 11.021 P 4 -62001.40 0.00 -13664.50 2.31 0.002 P 1 -46629.90 1891.98 0.00 2.73 0.002 P 1 -46629.90 0.00 2052.19 1.57 0.002 P 2 -41316.60 993.84 0.00 1.99 0.002 P 2 -41316.60 0.00 -5799.53 1.48 0.002 P 3 -50198.40 2195.53 0.00 3.04 0.002 P 3 -50198.40 0.00 2305.94 1.70 0.002 P 4 -46700.40 1890.58 0.00 2.73 0.002 P 4 -46700.40 0.00 -8307.62 1.70 0.003 P 1 -28692.90 498.73 0.00 1.26 0.003 P 1 -28692.90 0.00 896.24 0.96 0.003 P 2 -26405.60 260.26 0.00 1.03 0.003 P 2 -26405.60 0.00 -3339.45 0.94 0.003 P 3 -30586.20 628.35 0.00 1.40 0.003 P 3 -30586.20 0.00 1046.63 1.03 0.003 P 4 -28749.50 497.17 0.00 1.26 0.003 P 4 -28749.50 0.00 -4171.26 1.03 0.004 P 1 -15280.90 -17.58 0.00 0.51 0.004 P 1 -15280.90 0.00 2.49 0.50 0.004 P 2 -14392.00 26.59 0.00 0.49 0.004 P 2 -14392.00 0.00 -1664.05 0.51 0.004 P 3 -16037.90 62.16 0.00 0.57 0.004 P 3 -16037.90 0.00 46.22 0.53 0.004 P 4 -15312.70 -19.10 0.00 0.52 0.004 P 4 -15312.70 0.00 -1618.03 0.54 0.005 P 1 -4722.82 -76.88 0.00 0.20 0.005 P 1 -4722.82 0.00 -186.03 0.16 0.005 P 2 -4434.20 -15.66 0.00 0.16 0.00

[82]

5 P 2 -4434.20 0.00 -622.07 0.16 0.005 P 3 -4930.70 -56.00 0.00 0.20 0.005 P 3 -4930.70 0.00 -192.15 0.17 0.005 P 4 -4736.20 -77.50 0.00 0.20 0.005 P 4 -4736.20 0.00 -338.02 0.16 0.005 T 1 -4723.56 -76.74 0.00 0.20 0.005 T 1 -4723.56 0.00 -187.30 0.16 0.005 T 2 -4434.56 -15.59 0.00 0.16 0.005 T 2 -4434.56 0.00 -622.76 0.16 0.005 T 3 -4931.50 -55.73 0.00 0.20 0.005 T 3 -4931.50 0.00 -193.58 0.17 0.005 T 4 -4736.92 -77.36 0.00 0.20 0.005 T 4 -4736.92 0.00 -339.31 0.16 0.00

Armatura a taglio Liv. Pos. CC Tx

<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- 15478.60 0.531 P 1 80.73 0.00 --- 0.00 0.001 P 2 0.00 0.00 --- 9430.58 0.321 P 2 11.74 0.00 --- 0.00 0.001 P 3 0.00 0.00 --- 17226.80 0.591 P 3 38.53 0.00 --- 0.00 0.001 P 4 0.00 0.00 --- 15472.90 0.531 P 4 10199.20 0.35 --- 0.00 0.002 P 1 0.00 0.00 --- -2089.60 0.072 P 1 -12.40 0.00 --- 0.00 0.002 P 2 0.00 0.00 --- -1150.62 0.042 P 2 -110.21 0.00 --- 0.00 0.002 P 3 0.00 0.00 --- -2423.75 0.082 P 3 -52.66 0.00 --- 0.00 0.002 P 4 0.00 0.00 --- -2089.39 0.072 P 4 9639.40 0.33 --- 0.00 0.003 P 1 0.00 0.00 --- -783.48 0.033 P 1 24.38 0.00 --- 0.00 0.003 P 2 0.00 0.00 --- -362.44 0.013 P 2 47.30 0.00 --- 0.00 0.003 P 3 0.00 0.00 --- -808.13 0.033 P 3 -15.84 0.00 --- 0.00 0.003 P 4 0.00 0.00 --- -784.00 0.033 P 4 6888.27 0.24 --- 0.00 0.004 P 1 0.00 0.00 --- -280.27 0.014 P 1 -19.02 0.00 --- 0.00 0.004 P 2 0.00 0.00 --- -119.12 0.004 P 2 -49.21 0.00 --- 0.00 0.004 P 3 0.00 0.00 --- -358.44 0.014 P 3 -66.25 0.00 --- 0.00 0.004 P 4 0.00 0.00 --- -279.67 0.014 P 4 4279.71 0.15 --- 0.00 0.005 P 1 0.00 0.00 --- 158.66 0.015 P 1 -11.90 0.00 --- 0.00 0.005 P 2 0.00 0.00 --- 32.37 0.005 P 2 -86.39 0.00 --- 0.00 0.005 P 3 0.00 0.00 --- 115.54 0.005 P 3 -41.14 0.00 --- 0.00 0.005 P 4 0.00 0.00 --- 159.93 0.015 P 4 1361.60 0.05 --- 0.00 0.005 T 1 0.00 0.00 --- 158.10 0.015 T 1 -12.67 0.00 --- 0.00 0.005 T 2 0.00 0.00 --- 32.07 0.005 T 2 -86.95 0.00 --- 0.00 0.005 T 3 0.00 0.00 --- 114.83 0.005 T 3 -42.13 0.00 --- 0.00 0.005 T 4 0.00 0.00 --- 159.37 0.015 T 4 1360.83 0.05 --- 0.00 0.00

Nucleo 2 Nodi 1 -1 -3 2 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -25072.50 0.00 2883.59 11.40 185.091 P 1 -25072.50 0.00 0.00 2.22 0.001 P 2 -26526.30 0.00 577.51 3.53 0.001 P 2 -26526.30 0.00 0.00 2.35 0.001 P 3 -25108.30 0.00 2877.47 11.37 183.281 P 3 -25108.30 -4628.24 0.00 2.79 0.001 P 4 -22767.80 0.00 2641.15 10.47 172.681 P 4 -22767.80 0.00 0.00 2.02 0.002 P 1 -17252.70 0.00 -1897.34 7.40 110.182 P 1 -17252.70 0.00 0.00 1.53 0.002 P 2 -18564.40 0.00 114.49 1.88 0.002 P 2 -18564.40 0.00 0.00 1.64 0.002 P 3 -17286.80 0.00 -1894.14 7.38 109.062 P 3 -17286.80 -3394.90 0.00 1.95 0.002 P 4 -16175.20 0.00 -1771.22 6.90 101.832 P 4 -16175.20 0.00 0.00 1.43 0.003 P 1 -11352.80 0.00 -1574.03 6.54 142.683 P 1 -11352.80 0.00 0.00 1.01 0.003 P 2 -12173.60 0.00 104.14 1.29 0.003 P 2 -12173.60 0.00 0.00 1.08 0.003 P 3 -11378.30 0.00 -1570.20 6.51 141.293 P 3 -11378.30 -1999.97 0.00 1.25 0.003 P 4 -10822.60 0.00 -1495.95 6.21 134.953 P 4 -10822.60 0.00 0.00 0.96 0.004 P 1 -6195.81 0.00 -759.14 3.06 55.464 P 1 -6195.81 0.00 0.00 0.55 0.004 P 2 -6677.33 0.00 11.44 0.61 0.004 P 2 -6677.33 0.00 0.00 0.59 0.004 P 3 -6211.33 0.00 -757.69 3.05 54.884 P 3 -6211.33 -1025.77 0.00 0.68 0.004 P 4 -5967.76 0.00 -714.12 2.86 49.794 P 4 -5967.76 0.00 0.00 0.53 0.005 P 1 -1812.39 0.00 107.31 0.39 0.475 P 1 -1812.39 0.00 0.00 0.16 0.005 P 2 -2096.75 0.00 34.32 0.26 0.00

[83]

5 P 2 -2096.75 0.00 0.00 0.19 0.005 P 3 -1821.41 0.00 104.53 0.38 0.315 P 3 -1821.41 -333.43 0.00 0.20 0.005 P 4 -1751.79 0.00 117.16 0.42 1.225 P 4 -1751.79 0.00 0.00 0.16 0.005 T 1 -1812.39 0.00 107.31 0.39 0.475 T 1 -1812.39 0.00 0.00 0.16 0.005 T 2 -2096.75 0.00 34.32 0.26 0.005 T 2 -2096.75 0.00 0.00 0.19 0.005 T 3 -1821.41 0.00 104.53 0.38 0.315 T 3 -1821.41 -333.43 0.00 0.20 0.005 T 4 -1751.79 0.00 117.16 0.42 1.225 T 4 -1751.79 0.00 0.00 0.16 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -9839.68 0.921 P 1 0.00 0.00 --- 0.00 0.001 P 2 0.00 0.00 --- -1196.54 0.111 P 2 0.00 0.00 --- 0.00 0.001 P 3 0.00 0.00 --- -9823.68 0.911 P 3 -2202.78 0.20 --- 0.00 0.001 P 4 0.00 0.00 --- -8953.67 0.831 P 4 0.00 0.00 --- 0.00 0.002 P 1 0.00 0.00 --- -17.91 0.002 P 1 0.00 0.00 --- 0.00 0.002 P 2 0.00 0.00 --- 241.87 0.022 P 2 0.00 0.00 --- 0.00 0.002 P 3 0.00 0.00 --- -14.68 0.002 P 3 -2171.58 0.20 --- 0.00 0.002 P 4 0.00 0.00 --- -143.99 0.012 P 4 0.00 0.00 --- 0.00 0.003 P 1 0.00 0.00 --- 684.55 0.063 P 1 0.00 0.00 --- 0.00 0.003 P 2 0.00 0.00 --- -263.21 0.023 P 2 0.00 0.00 --- 0.00 0.003 P 3 0.00 0.00 --- 682.59 0.063 P 3 -1665.15 0.15 --- 0.00 0.003 P 4 0.00 0.00 --- 711.55 0.073 P 4 0.00 0.00 --- 0.00 0.004 P 1 0.00 0.00 --- 995.62 0.094 P 1 0.00 0.00 --- 0.00 0.004 P 2 0.00 0.00 --- 72.07 0.014 P 2 0.00 0.00 --- 0.00 0.004 P 3 0.00 0.00 --- 992.69 0.094 P 3 -1370.75 0.13 --- 0.00 0.004 P 4 0.00 0.00 --- 900.47 0.084 P 4 0.00 0.00 --- 0.00 0.005 P 1 0.00 0.00 --- 790.88 0.075 P 1 0.00 0.00 --- 0.00 0.005 P 2 0.00 0.00 --- -24.88 0.005 P 2 0.00 0.00 --- 0.00 0.005 P 3 0.00 0.00 --- 785.09 0.075 P 3 -936.16 0.09 --- 0.00 0.005 P 4 0.00 0.00 --- 813.51 0.085 P 4 0.00 0.00 --- 0.00 0.005 T 1 0.00 0.00 --- 790.88 0.075 T 1 0.00 0.00 --- 0.00 0.005 T 2 0.00 0.00 --- -24.88 0.005 T 2 0.00 0.00 --- 0.00 0.005 T 3 0.00 0.00 --- 785.09 0.075 T 3 -936.16 0.09 --- 0.00 0.005 T 4 0.00 0.00 --- 813.51 0.085 T 4 0.00 0.00 --- 0.00 0.00

Nucleo 3 Nodi 2 -73 12 -87 22 -26 32 -122 -22 -90 -28 42 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -61915.90 4602.40 0.00 5.15 11.141 P 1 -61915.90 0.00 734.31 2.05 0.001 P 2 -53477.30 3022.35 0.00 3.68 0.001 P 2 -53477.30 0.00 -10144.40 1.96 0.001 P 3 -56105.20 4359.69 0.00 4.85 13.671 P 3 -56105.20 0.00 555.57 1.86 0.001 P 4 -62001.40 4601.15 0.00 5.15 11.021 P 4 -62001.40 0.00 -13664.50 2.31 0.002 P 1 -46629.90 -1891.98 0.00 2.73 0.002 P 1 -46629.90 0.00 2052.19 1.57 0.002 P 2 -41316.60 -993.84 0.00 1.99 0.002 P 2 -41316.60 0.00 -5799.53 1.48 0.002 P 3 -42620.30 -1780.20 0.00 2.53 0.002 P 3 -42620.30 0.00 1788.69 1.44 0.002 P 4 -46700.40 -1890.58 0.00 2.73 0.002 P 4 -46700.40 0.00 -8307.62 1.70 0.003 P 1 -28692.90 -498.73 0.00 1.26 0.003 P 1 -28692.90 0.00 896.24 0.96 0.003 P 2 -26405.60 -260.26 0.00 1.03 0.003 P 2 -26405.60 0.00 -3339.45 0.94 0.003 P 3 -26441.60 -440.69 0.00 1.15 0.003 P 3 -26441.60 0.00 743.08 0.88 0.003 P 4 -28749.50 -497.17 0.00 1.26 0.003 P 4 -28749.50 0.00 -4171.26 1.03 0.004 P 1 -15280.90 17.58 0.00 0.51 0.004 P 1 -15280.90 0.00 2.50 0.50 0.004 P 2 -14392.00 -26.59 0.00 0.49 0.004 P 2 -14392.00 0.00 -1664.04 0.51 0.004 P 3 -14328.60 86.71 0.00 0.53 0.004 P 3 -14328.60 0.00 -44.56 0.47 0.004 P 4 -15312.70 19.10 0.00 0.52 0.004 P 4 -15312.70 0.00 -1618.02 0.54 0.005 P 1 -4722.82 76.88 0.00 0.20 0.005 P 1 -4722.82 0.00 -186.02 0.16 0.005 P 2 -4434.20 15.66 0.00 0.16 0.00

[84]

5 P 2 -4434.20 0.00 -622.06 0.16 0.005 P 3 -4515.39 102.97 0.00 0.21 0.005 P 3 -4515.39 0.00 -182.72 0.15 0.005 P 4 -4736.20 77.50 0.00 0.20 0.005 P 4 -4736.20 0.00 -338.02 0.16 0.005 T 1 -4723.56 76.74 0.00 0.20 0.005 T 1 -4723.56 0.00 -187.30 0.16 0.005 T 2 -4434.56 15.59 0.00 0.16 0.005 T 2 -4434.56 0.00 -622.76 0.16 0.005 T 3 -4515.99 102.87 0.00 0.21 0.005 T 3 -4515.99 0.00 -183.73 0.15 0.005 T 4 -4736.92 77.36 0.00 0.20 0.005 T 4 -4736.92 0.00 -339.31 0.16 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -15478.60 0.531 P 1 80.73 0.00 --- 0.00 0.001 P 2 0.00 0.00 --- -9430.58 0.321 P 2 11.74 0.00 --- 0.00 0.001 P 3 0.00 0.00 --- -14579.00 0.501 P 3 127.67 0.00 --- 0.00 0.001 P 4 0.00 0.00 --- -15472.90 0.531 P 4 10199.20 0.35 --- 0.00 0.002 P 1 0.00 0.00 --- 2089.60 0.072 P 1 -12.40 0.00 --- 0.00 0.002 P 2 0.00 0.00 --- 1150.62 0.042 P 2 -110.21 0.00 --- 0.00 0.002 P 3 0.00 0.00 --- 1920.95 0.072 P 3 30.33 0.00 --- 0.00 0.002 P 4 0.00 0.00 --- 2089.39 0.072 P 4 9639.40 0.33 --- 0.00 0.003 P 1 0.00 0.00 --- 783.48 0.033 P 1 24.38 0.00 --- 0.00 0.003 P 2 0.00 0.00 --- 362.44 0.013 P 2 47.30 0.00 --- 0.00 0.003 P 3 0.00 0.00 --- 841.25 0.033 P 3 63.98 0.00 --- 0.00 0.003 P 4 0.00 0.00 --- 784.00 0.033 P 4 6888.27 0.24 --- 0.00 0.004 P 1 0.00 0.00 --- 280.27 0.014 P 1 -19.02 0.00 --- 0.00 0.004 P 2 0.00 0.00 --- 119.12 0.004 P 2 -49.21 0.00 --- 0.00 0.004 P 3 0.00 0.00 --- 245.39 0.014 P 3 29.05 0.00 --- 0.00 0.004 P 4 0.00 0.00 --- 279.67 0.014 P 4 4279.71 0.15 --- 0.00 0.005 P 1 0.00 0.00 --- -158.66 0.015 P 1 -11.90 0.00 --- 0.00 0.005 P 2 0.00 0.00 --- -32.37 0.005 P 2 -86.39 0.00 --- 0.00 0.005 P 3 0.00 0.00 --- -212.45 0.015 P 3 18.31 0.00 --- 0.00 0.005 P 4 0.00 0.00 --- -159.93 0.015 P 4 1361.60 0.05 --- 0.00 0.005 T 1 0.00 0.00 --- -158.10 0.015 T 1 -12.67 0.00 --- 0.00 0.005 T 2 0.00 0.00 --- -32.07 0.005 T 2 -86.95 0.00 --- 0.00 0.005 T 3 0.00 0.00 --- -211.97 0.015 T 3 17.77 0.00 --- 0.00 0.005 T 4 0.00 0.00 --- -159.37 0.015 T 4 1360.83 0.05 --- 0.00 0.00


<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -24295.20 0.00 -2972.29 11.96 216.511 P 1 -24295.20 0.00 0.00 2.15 0.001 P 2 -18056.40 0.00 -2823.19 12.02 303.291 P 2 -18056.40 0.00 0.00 1.60 0.001 P 3 -24342.70 0.00 -2959.11 11.89 212.881 P 3 -24342.70 -4850.08 0.00 2.75 0.001 P 4 -26517.20 0.00 -3220.37 12.93 231.241 P 4 -26517.20 0.00 0.00 2.35 0.002 P 1 -17913.80 0.00 1836.23 7.02 89.742 P 1 -17913.80 0.00 0.00 1.59 0.002 P 2 -13666.70 0.00 1888.15 7.83 170.202 P 2 -13666.70 0.00 0.00 1.21 0.002 P 3 -17958.10 0.00 1828.91 6.98 87.902 P 3 -17958.10 -3611.96 0.00 2.04 0.002 P 4 -19044.70 0.00 1964.18 7.52 97.532 P 4 -19044.70 0.00 0.00 1.69 0.003 P 1 -12234.90 0.00 1528.59 6.19 115.903 P 1 -12234.90 0.00 0.00 1.08 0.003 P 2 -9837.49 0.00 1596.35 6.84 179.533 P 2 -9837.49 0.00 0.00 0.87 0.003 P 3 -12268.00 0.00 1516.98 6.12 112.803 P 3 -12268.00 -2114.16 0.00 1.35 0.003 P 4 -12817.90 0.00 1614.85 6.55 124.363 P 4 -12817.90 0.00 0.00 1.14 0.004 P 1 -6786.38 0.00 780.76 3.09 50.154 P 1 -6786.38 0.00 0.00 0.60 0.004 P 2 -5847.18 0.00 854.39 3.59 83.774 P 2 -5847.18 0.00 0.00 0.52 0.004 P 3 -6804.59 0.00 771.16 3.04 47.934 P 3 -6804.59 -1039.96 0.00 0.73 0.004 P 4 -7043.03 0.00 834.14 3.33 56.954 P 4 -7043.03 0.00 0.00 0.62 0.005 P 1 -2188.17 0.00 3.68 0.20 0.005 P 1 -2188.17 0.00 0.00 0.19 0.005 P 2 -2176.07 0.00 126.61 0.46 0.45

[85]

5 P 2 -2176.07 0.00 0.00 0.19 0.005 P 3 -2194.06 0.00 3.09 0.20 0.005 P 3 -2194.06 -317.33 0.00 0.23 0.005 P 4 -2255.82 0.00 15.72 0.23 0.005 P 4 -2255.82 0.00 0.00 0.20 0.005 T 1 -2188.17 0.00 3.68 0.20 0.005 T 1 -2188.17 0.00 0.00 0.19 0.005 T 2 -2176.07 0.00 126.61 0.46 0.455 T 2 -2176.07 0.00 0.00 0.19 0.005 T 3 -2194.06 0.00 3.09 0.20 0.005 T 3 -2194.06 -317.33 0.00 0.23 0.005 T 4 -2255.82 0.00 15.72 0.23 0.005 T 4 -2255.82 0.00 0.00 0.20 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- 9916.92 0.921 P 1 0.00 0.00 --- 0.00 0.001 P 2 0.00 0.00 --- 9617.85 0.891 P 2 0.00 0.00 --- 0.00 0.001 P 3 0.00 0.00 --- 9884.73 0.921 P 3 -2496.57 0.23 --- 0.00 0.001 P 4 0.00 0.00 --- 10804.10 1.011 P 4 0.00 0.00 --- 0.00 0.002 P 1 0.00 0.00 --- -2.45 0.002 P 1 0.00 0.00 --- 0.00 0.002 P 2 0.00 0.00 --- 96.26 0.012 P 2 0.00 0.00 --- 0.00 0.002 P 3 0.00 0.00 --- -12.53 0.002 P 3 -2471.14 0.23 --- 0.00 0.002 P 4 0.00 0.00 --- -114.31 0.012 P 4 0.00 0.00 --- 0.00 0.003 P 1 0.00 0.00 --- -631.86 0.063 P 1 0.00 0.00 --- 0.00 0.003 P 2 0.00 0.00 --- -697.91 0.063 P 2 0.00 0.00 --- 0.00 0.003 P 3 0.00 0.00 --- -630.64 0.063 P 3 -1829.03 0.17 --- 0.00 0.003 P 4 0.00 0.00 --- -605.97 0.063 P 4 0.00 0.00 --- 0.00 0.004 P 1 0.00 0.00 --- -910.06 0.084 P 1 0.00 0.00 --- 0.00 0.004 P 2 0.00 0.00 --- -831.89 0.084 P 2 0.00 0.00 --- 0.00 0.004 P 3 0.00 0.00 --- -907.13 0.084 P 3 -1428.35 0.13 --- 0.00 0.004 P 4 0.00 0.00 --- -1003.73 0.094 P 4 0.00 0.00 --- 0.00 0.005 P 1 0.00 0.00 --- -692.15 0.065 P 1 0.00 0.00 --- 0.00 0.005 P 2 0.00 0.00 --- -668.69 0.065 P 2 0.00 0.00 --- 0.00 0.005 P 3 0.00 0.00 --- -676.51 0.065 P 3 -895.04 0.08 --- 0.00 0.005 P 4 0.00 0.00 --- -683.72 0.065 P 4 0.00 0.00 --- 0.00 0.005 T 1 0.00 0.00 --- -692.15 0.065 T 1 0.00 0.00 --- 0.00 0.005 T 2 0.00 0.00 --- -668.69 0.065 T 2 0.00 0.00 --- 0.00 0.005 T 3 0.00 0.00 --- -676.51 0.065 T 3 -895.04 0.08 --- 0.00 0.005 T 4 0.00 0.00 --- -683.72 0.065 T 4 0.00 0.00 --- 0.00 0.00


<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 25458.90 0.00 141.65 0.00 745.101 P 1 25458.90 0.00 0.00 0.00 704.681 P 2 19278.40 0.00 2352.16 7.47 1185.831 P 2 19278.40 0.00 0.00 0.00 533.611 P 3 25374.60 0.00 122.70 0.00 737.361 P 3 25374.60 -143.29 0.00 0.00 707.491 P 4 25654.10 0.00 -137.71 0.00 749.381 P 4 25654.10 0.00 0.00 0.00 710.082 P 1 15636.40 0.00 258.58 0.00 506.592 P 1 15636.40 0.00 0.00 0.00 432.802 P 2 12004.60 0.00 -1655.74 5.73 788.852 P 2 12004.60 0.00 0.00 0.00 332.282 P 3 15536.30 0.00 264.42 0.00 505.482 P 3 15536.30 316.11 0.00 0.00 441.372 P 4 16036.10 0.00 379.69 0.00 552.212 P 4 16036.10 0.00 0.00 0.00 443.873 P 1 6470.97 0.00 304.89 0.00 266.113 P 1 6470.97 0.00 0.00 0.00 179.113 P 2 4846.82 0.00 -1244.54 5.20 471.713 P 2 4846.82 0.00 0.00 0.00 134.163 P 3 6389.07 0.00 321.32 0.00 268.533 P 3 6389.07 375.68 0.00 0.00 190.323 P 4 6892.38 0.00 416.39 0.00 309.593 P 4 6892.38 0.00 0.00 0.00 190.784 P 1 1010.75 0.00 238.88 0.98 92.864 P 1 1010.75 0.00 0.00 0.00 27.984 P 2 446.74 0.00 -453.12 2.04 134.324 P 2 446.74 0.00 0.00 0.00 12.374 P 3 968.72 0.00 257.50 1.08 96.624 P 3 968.72 364.41 0.00 0.00 39.884 P 4 1267.37 0.00 288.39 1.18 113.464 P 4 1267.37 0.00 0.00 0.00 35.085 P 1 -1556.44 0.00 -40.71 0.22 0.005 P 1 -1556.44 0.00 0.00 0.14 0.005 P 2 -1593.29 0.00 92.64 0.34 0.33

[86]

5 P 2 -1593.29 0.00 0.00 0.14 0.005 P 3 -1547.98 0.00 -39.47 0.22 0.005 P 3 -1547.98 211.64 0.00 0.16 0.005 P 4 -1465.07 0.00 -23.95 0.18 0.005 P 4 -1465.07 0.00 0.00 0.13 0.005 T 1 -1556.44 0.00 -40.71 0.22 0.005 T 1 -1556.44 0.00 0.00 0.14 0.005 T 2 -1593.29 0.00 92.64 0.34 0.335 T 2 -1593.29 0.00 0.00 0.14 0.005 T 3 -1547.98 0.00 -39.47 0.22 0.005 T 3 -1547.98 211.64 0.00 0.16 0.005 T 4 -1465.07 0.00 -23.95 0.18 0.005 T 4 -1465.07 0.00 0.00 0.13 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- 150.40 0.011 P 1 0.00 0.00 --- 0.00 0.001 P 2 0.00 0.00 --- -8152.28 0.761 P 2 0.00 0.00 --- 0.00 0.001 P 3 0.00 0.00 --- 186.36 0.021 P 3 -3278.37 0.30 --- 0.00 0.001 P 4 0.00 0.00 --- 935.54 0.091 P 4 0.00 0.00 --- 0.00 0.002 P 1 0.00 0.00 --- 90.70 0.012 P 1 0.00 0.00 --- 0.00 0.002 P 2 0.00 0.00 --- -111.43 0.012 P 2 0.00 0.00 --- 0.00 0.002 P 3 0.00 0.00 --- 105.84 0.012 P 3 -2867.90 0.27 --- 0.00 0.002 P 4 0.00 0.00 --- 131.26 0.012 P 4 0.00 0.00 --- 0.00 0.003 P 1 0.00 0.00 --- 4.78 0.003 P 1 0.00 0.00 --- 0.00 0.003 P 2 0.00 0.00 --- 959.26 0.093 P 2 0.00 0.00 --- 0.00 0.003 P 3 0.00 0.00 --- 11.48 0.003 P 3 -1822.30 0.17 --- 0.00 0.003 P 4 0.00 0.00 --- -55.60 0.013 P 4 0.00 0.00 --- 0.00 0.004 P 1 0.00 0.00 --- -140.89 0.014 P 1 0.00 0.00 --- 0.00 0.004 P 2 0.00 0.00 --- 672.52 0.064 P 2 0.00 0.00 --- 0.00 0.004 P 3 0.00 0.00 --- -143.07 0.014 P 3 -803.68 0.07 --- 0.00 0.004 P 4 0.00 0.00 --- -208.31 0.024 P 4 0.00 0.00 --- 0.00 0.005 P 1 0.00 0.00 --- -435.59 0.045 P 1 0.00 0.00 --- 0.00 0.005 P 2 0.00 0.00 --- 452.76 0.045 P 2 0.00 0.00 --- 0.00 0.005 P 3 0.00 0.00 --- -469.23 0.045 P 3 152.13 0.01 --- 0.00 0.005 P 4 0.00 0.00 --- -435.68 0.045 P 4 0.00 0.00 --- 0.00 0.005 T 1 0.00 0.00 --- -435.59 0.045 T 1 0.00 0.00 --- 0.00 0.005 T 2 0.00 0.00 --- 452.76 0.045 T 2 0.00 0.00 --- 0.00 0.005 T 3 0.00 0.00 --- -469.23 0.045 T 3 152.13 0.01 --- 0.00 0.005 T 4 0.00 0.00 --- -435.68 0.045 T 4 0.00 0.00 --- 0.00 0.00


<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -11033.10 0.00 14.14 1.01 0.001 P 1 -11033.10 0.00 0.00 0.98 0.001 P 2 -13622.90 0.00 -2269.75 9.77 263.261 P 2 -13622.90 0.00 0.00 1.21 0.001 P 3 -11182.40 0.00 16.43 1.02 0.001 P 3 -11182.40 -5979.71 0.00 1.73 0.001 P 4 -11066.60 0.00 -293.39 1.58 0.001 P 4 -11066.60 0.00 0.00 0.98 0.002 P 1 -8574.41 0.00 3.08 0.77 0.002 P 1 -8574.41 0.00 0.00 0.76 0.002 P 2 -9971.94 0.00 1740.35 7.54 212.442 P 2 -9971.94 0.00 0.00 0.88 0.002 P 3 -8729.52 0.00 2.84 0.78 0.002 P 3 -8729.52 -3292.53 0.00 1.18 0.002 P 4 -8592.75 0.00 156.34 1.08 0.002 P 4 -8592.75 0.00 0.00 0.76 0.003 P 1 -9329.83 0.00 -9.57 0.85 0.003 P 1 -9329.83 0.00 0.00 0.83 0.003 P 2 -9247.97 0.00 1314.52 5.49 123.783 P 2 -9247.97 0.00 0.00 0.82 0.003 P 3 -9456.79 0.00 -11.29 0.86 0.003 P 3 -9456.79 -1411.76 0.00 1.01 0.003 P 4 -9337.96 0.00 120.47 1.07 0.003 P 4 -9337.96 0.00 0.00 0.83 0.004 P 1 -7265.78 0.00 -18.66 0.68 0.004 P 1 -7265.78 0.00 0.00 0.64 0.004 P 2 -6918.97 0.00 531.01 1.90 10.304 P 2 -6918.97 0.00 0.00 0.61 0.004 P 3 -7337.62 0.00 -21.52 0.69 0.004 P 3 -7337.62 -374.84 0.00 0.70 0.004 P 4 -7264.97 0.00 66.06 0.78 0.004 P 4 -7264.97 0.00 0.00 0.64 0.005 P 1 -3917.32 0.00 -12.88 0.37 0.005 P 1 -3917.32 0.00 0.00 0.35 0.005 P 2 -3818.05 0.00 -74.84 0.49 0.00

[87]

5 P 2 -3818.05 0.00 0.00 0.34 0.005 P 3 -3917.26 0.00 -14.36 0.38 0.005 P 3 -3917.26 13.94 0.00 0.35 0.005 P 4 -3912.15 0.00 7.30 0.36 0.005 P 4 -3912.15 0.00 0.00 0.35 0.005 T 1 -3917.32 0.00 -12.88 0.37 0.005 T 1 -3917.32 0.00 0.00 0.35 0.005 T 2 -3818.05 0.00 -74.84 0.49 0.005 T 2 -3818.05 0.00 0.00 0.34 0.005 T 3 -3917.26 0.00 -14.36 0.38 0.005 T 3 -3917.26 13.94 0.00 0.35 0.005 T 4 -3912.15 0.00 7.30 0.36 0.005 T 4 -3912.15 0.00 0.00 0.35 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -2.86 0.001 P 1 0.00 0.00 --- 0.00 0.001 P 2 0.00 0.00 --- 8214.57 0.761 P 2 0.00 0.00 --- 0.00 0.001 P 3 0.00 0.00 --- -6.33 0.001 P 3 -5427.04 0.50 --- 0.00 0.001 P 4 0.00 0.00 --- 986.58 0.091 P 4 0.00 0.00 --- 0.00 0.002 P 1 0.00 0.00 --- -19.95 0.002 P 1 0.00 0.00 --- 0.00 0.002 P 2 0.00 0.00 --- 53.66 0.002 P 2 0.00 0.00 --- 0.00 0.002 P 3 0.00 0.00 --- -21.67 0.002 P 3 -5141.50 0.48 --- 0.00 0.002 P 4 0.00 0.00 --- -59.31 0.012 P 4 0.00 0.00 --- 0.00 0.003 P 1 0.00 0.00 --- -6.14 0.003 P 1 0.00 0.00 --- 0.00 0.003 P 2 0.00 0.00 --- -931.68 0.093 P 2 0.00 0.00 --- 0.00 0.003 P 3 0.00 0.00 --- -7.46 0.003 P 3 -3571.42 0.33 --- 0.00 0.003 P 4 0.00 0.00 --- -14.63 0.003 P 4 -0.00 0.00 --- 0.00 0.004 P 1 0.00 0.00 --- -12.62 0.004 P 1 0.00 0.00 --- 0.00 0.004 P 2 0.00 0.00 --- -683.80 0.064 P 2 0.00 0.00 --- 0.00 0.004 P 3 0.00 0.00 --- -13.63 0.004 P 3 -2150.58 0.20 --- 0.00 0.004 P 4 0.00 0.00 --- -97.56 0.014 P 4 0.00 0.00 --- 0.00 0.005 P 1 0.00 0.00 --- 24.54 0.005 P 1 0.00 0.00 --- 0.00 0.005 P 2 0.00 0.00 --- -565.35 0.055 P 2 0.00 0.00 --- 0.00 0.005 P 3 0.00 0.00 --- 28.39 0.005 P 3 -707.66 0.07 --- 0.00 0.005 P 4 0.00 0.00 --- -23.60 0.005 P 4 0.00 0.00 --- 0.00 0.005 T 1 0.00 0.00 --- 24.54 0.005 T 1 0.00 0.00 --- 0.00 0.005 T 2 0.00 0.00 --- -565.35 0.055 T 2 0.00 0.00 --- 0.00 0.005 T 3 0.00 0.00 --- 28.39 0.005 T 3 -707.66 0.07 --- 0.00 0.005 T 4 0.00 0.00 --- -23.60 0.005 T 4 0.00 0.00 --- 0.00 0.00


<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 29846.00 0.00 -2.50 0.00 826.821 P 1 29846.00 0.00 0.00 0.00 826.111 P 2 16978.40 0.00 2232.36 7.50 1086.791 P 2 16978.40 0.00 0.00 0.00 469.951 P 3 29762.90 0.00 9.11 0.00 826.411 P 3 29762.90 -59.62 0.00 0.00 825.951 P 4 29772.50 0.00 -282.48 0.00 904.681 P 4 29772.50 0.00 0.00 0.00 824.082 P 1 19723.90 0.00 -192.75 0.00 600.942 P 1 19723.90 0.00 0.00 0.00 545.942 P 2 11195.10 0.00 -1915.31 7.30 834.012 P 2 11195.10 0.00 0.00 0.00 309.872 P 3 19616.50 0.00 -195.74 0.00 598.822 P 3 19616.50 547.02 0.00 0.00 562.592 P 4 19536.20 0.00 -71.64 0.00 561.192 P 4 19536.20 0.00 0.00 0.00 540.753 P 1 9426.97 0.00 -236.74 0.00 328.483 P 1 9426.97 0.00 0.00 0.00 260.933 P 2 4816.43 0.00 -1524.43 6.53 545.673 P 2 4816.43 0.00 0.00 0.00 133.313 P 3 9336.45 0.00 -246.06 0.00 328.643 P 3 9336.45 615.71 0.00 0.00 280.513 P 4 9179.25 0.00 -125.32 0.00 289.833 P 4 9179.25 0.00 0.00 0.00 254.074 P 1 2615.46 0.00 -225.44 0.37 136.234 P 1 2615.46 0.00 0.00 0.00 72.394 P 2 595.61 0.00 -689.40 3.11 202.004 P 2 595.61 0.00 0.00 0.00 16.494 P 3 2567.78 0.00 -235.57 0.48 137.504 P 3 2567.78 517.77 0.00 0.00 89.654 P 4 2449.97 0.00 -176.53 0.00 118.194 P 4 2449.97 0.00 0.00 0.00 67.815 P 1 -1043.39 0.00 -8.17 0.11 0.005 P 1 -1043.39 0.00 0.00 0.09 0.005 P 2 -1411.16 0.00 209.22 0.88 20.94

[88]

5 P 2 -1411.16 0.00 0.00 0.12 0.005 P 3 -1036.58 0.00 -7.98 0.11 0.005 P 3 -1036.58 272.95 0.00 0.13 0.005 P 4 -1106.12 0.00 8.48 0.12 0.005 P 4 -1106.12 0.00 0.00 0.10 0.005 T 1 -1043.39 0.00 -8.17 0.11 0.005 T 1 -1043.39 0.00 0.00 0.09 0.005 T 2 -1411.16 0.00 209.22 0.88 20.945 T 2 -1411.16 0.00 0.00 0.12 0.005 T 3 -1036.58 0.00 -7.98 0.11 0.005 T 3 -1036.58 272.95 0.00 0.13 0.005 T 4 -1106.12 0.00 8.48 0.12 0.005 T 4 -1106.12 0.00 0.00 0.10 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -389.36 0.041 P 1 0.00 0.00 --- 0.00 0.001 P 2 0.00 0.00 --- -8509.42 0.791 P 2 0.00 0.00 --- 0.00 0.001 P 3 0.00 0.00 --- -410.40 0.041 P 3 -3694.99 0.34 --- 0.00 0.001 P 4 0.00 0.00 --- 395.31 0.041 P 4 0.00 0.00 --- 0.00 0.002 P 1 0.00 0.00 --- -2.92 0.002 P 1 0.00 0.00 --- 0.00 0.002 P 2 0.00 0.00 --- -42.48 0.002 P 2 0.00 0.00 --- 0.00 0.002 P 3 0.00 0.00 --- -11.97 0.002 P 3 -3209.08 0.30 --- 0.00 0.002 P 4 0.00 0.00 --- 39.41 0.002 P 4 0.00 0.00 --- 0.00 0.003 P 1 0.00 0.00 --- -87.78 0.013 P 1 0.00 0.00 --- 0.00 0.003 P 2 0.00 0.00 --- 848.41 0.083 P 2 0.00 0.00 --- 0.00 0.003 P 3 0.00 0.00 --- -91.79 0.013 P 3 -2049.84 0.19 --- 0.00 0.003 P 4 0.00 0.00 --- -150.09 0.013 P 4 0.00 0.00 --- 0.00 0.004 P 1 0.00 0.00 --- 111.07 0.014 P 1 0.00 0.00 --- 0.00 0.004 P 2 0.00 0.00 --- 873.31 0.084 P 2 0.00 0.00 --- 0.00 0.004 P 3 0.00 0.00 --- 113.42 0.014 P 3 -942.11 0.09 --- 0.00 0.004 P 4 0.00 0.00 --- 44.50 0.004 P 4 0.00 0.00 --- 0.00 0.005 P 1 0.00 0.00 --- 336.89 0.035 P 1 0.00 0.00 --- 0.00 0.005 P 2 0.00 0.00 --- 979.50 0.095 P 2 0.00 0.00 --- 0.00 0.005 P 3 0.00 0.00 --- 355.86 0.035 P 3 95.56 0.01 --- 0.00 0.005 P 4 0.00 0.00 --- 336.98 0.035 P 4 0.00 0.00 --- 0.00 0.005 T 1 0.00 0.00 --- 336.89 0.035 T 1 0.00 0.00 --- 0.00 0.005 T 2 0.00 0.00 --- 979.50 0.095 T 2 0.00 0.00 --- 0.00 0.005 T 3 0.00 0.00 --- 355.86 0.035 T 3 95.56 0.01 --- 0.00 0.005 T 4 0.00 0.00 --- 336.98 0.035 T 4 0.00 0.00 --- 0.00 0.00

Verifiche e armature solette/platee Simbologia

Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo DV = Direzione di verifica XX = Verifica per momento Mxx YY = Verifica per momento Myy CC = Numero della combinazione delle condizioni di carico elementari AfE S = Area di ferro effettiva totale presente nel punto di verifica, superiore AfE I = Area di ferro effettiva totale presente nel punto di verifica, inferiore Mom = Momento flettente �c = Tensione nel calcestruzzo �f = Tensione nel ferro Armatura soletta a quota 0.00 Ferri longitudinali - Verifiche armatura esistente Nodo X

<m> Y

<m> DV CC AfE S

<cmq> AfE I <cmq>

Mom <kgm>

�c <kg/cmq>

�f <kg/cmq>

-209 2.80 3.74 XX 1 7.54 7.54 1098.17 4.94 330.19-209 2.80 3.74 XX 2 7.54 7.54 877.54 3.95 263.85-209 2.80 3.74 XX 3 7.54 7.54 1111.09 5.00 334.07-209 2.80 3.74 XX 4 7.54 7.54 1093.71 4.92 328.85-138 0.00 2.23 XX 1 7.54 7.54 61.04 0.27 18.35-138 0.00 2.23 XX 2 7.54 7.54 93.35 0.42 28.07-138 0.00 2.23 XX 3 7.54 7.54 -10.15 0.05 3.05-138 0.00 2.23 XX 4 7.54 7.54 62.97 0.28 18.9321 0.00 4.50 YY 1 7.54 7.54 -1943.43 8.74 584.3421 0.00 4.50 YY 2 7.54 7.54 -1473.26 6.62 442.9721 0.00 4.50 YY 3 7.54 7.54 -2031.22 9.13 610.7321 0.00 4.50 YY 4 7.54 7.54 -1946.04 8.75 585.12-23 1.50 2.99 YY 1 7.54 7.54 1423.38 6.40 427.97-23 1.50 2.99 YY 2 7.54 7.54 1380.96 6.21 415.22-23 1.50 2.99 YY 3 7.54 7.54 1428.50 6.42 429.51-23 1.50 2.99 YY 4 7.54 7.54 1418.71 6.38 426.57

[89]

Armatura soletta a quota 4.85 Ferri longitudinali - Verifiche armatura esistente Nodo X

<m> Y

<m> DV CC AfE S

<cmq> AfE I <cmq>

Mom <kgm>

�c <kg/cmq>

�f <kg/cmq>

-6 1.50 1.48 XX 1 3.14 3.14 -5.52 0.19 11.15-6 1.50 1.48 XX 2 3.14 3.14 -5.58 0.19 11.27-6 1.50 1.48 XX 3 3.14 3.14 -5.45 0.19 11.01-6 1.50 1.48 XX 4 3.14 3.14 -5.67 0.20 11.45-2 1.50 -0.15 XX 1 3.14 3.14 5.66 0.20 11.43-2 1.50 -0.15 XX 2 3.14 3.14 5.34 0.19 10.78-2 1.50 -0.15 XX 3 3.14 3.14 5.52 0.19 11.14-2 1.50 -0.15 XX 4 3.14 3.14 5.95 0.21 12.02

-178 1.50 0.66 YY 1 3.14 3.14 175.65 6.13 354.65-178 1.50 0.66 YY 2 3.14 3.14 -130.67 4.56 263.83-178 1.50 0.66 YY 3 3.14 3.14 177.50 6.19 358.37-178 1.50 0.66 YY 4 3.14 3.14 178.32 6.22 360.05-2 1.50 -0.15 YY 1 3.14 3.14 317.41 11.08 640.86-2 1.50 -0.15 YY 2 3.14 3.14 -15.54 0.54 31.37-2 1.50 -0.15 YY 3 3.14 3.14 316.18 11.03 638.39-2 1.50 -0.15 YY 4 3.14 3.14 326.73 11.40 659.69

VERIFICA PALI

[90]

POZZETTO BUSENGA-2

Geometria Elenco vincoli nodi Simbologia

Vn = Numero del vincolo nodo Comm. = Commento Sx = Spostamento in dir. X (L=libero, B=bloccato) Sy = Spostamento in dir. Y (L=libero, B=bloccato) Sz = Spostamento in dir. Z (L=libero, B=bloccato) Rx = Rotazione intorno all'asse X (L=libera, B=bloccata) Ry = Rotazione intorno all'asse Y (L=libera, B=bloccata) Rz = Rotazione intorno all'asse Z (L=libera, B=bloccata) RL = Rotazione libera Ly = Lunghezza (dir. Y locale) Lz = Larghezza (dir. Z locale) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Vn Comm. Sx Sy Sz Rx Ry Rz RL Ly

<m> Lz <m>

Kt <kg/cmc>

1 Libero L L L L L L 5 vincolo cedevole elasticamente x y 2749100.00 2749100.00 B L L L

Elenco nodi

Numerazione nodi piano fondazioni

[91]

Numerazione nodi piano copertura

Simbologia

Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo Z = Coordinata Z del nodo Imp. = Numero dell'impalcato Vn = Numero del vincolo nodo Nodo X

<m> Y

<m> Z

<m> Imp. Vn Nodo X

<m> Y

<m> Z

<m> Imp. Vn Nodo X

<m> Y

<m> Z

<m> Imp. Vn

-74 1.15 3.80 2.64 0 1 -73 3.35 7.50 2.64 0 1 -72 3.35 6.48 2.64 0 1 -71 3.35 3.80 2.64 0 1 -70 3.35 4.52 2.64 0 1 -69 3.35 9.35 2.64 0 1 -68 1.15 9.35 2.64 0 1 -67 -0.80 6.48 2.64 0 1 -66 -0.80 7.50 2.64 0 1 -65 -0.80 9.35 2.64 0 1 -64 -0.80 3.80 2.64 0 1 -63 -0.80 4.52 2.64 0 1 -62 -0.80 2.29 2.64 0 1 -61 -0.80 1.48 2.64 0 1 -60 3.35 0.10 2.64 0 1 -59 -0.80 0.10 2.64 0 1 -58 1.15 0.10 2.64 0 1 -57 5.10 6.48 2.64 0 1 -56 5.10 7.50 2.64 0 1 -55 5.10 9.35 2.64 0 1 -54 5.10 3.80 2.64 0 1 -53 5.10 4.52 2.64 0 1 -52 5.10 2.29 2.64 0 1 -51 5.10 0.10 2.64 0 1 -50 5.10 1.48 2.64 0 1 -49 1.15 2.29 5.28 1 1 -48 3.35 2.29 5.28 1 1 -47 3.35 4.52 5.28 1 1 -46 3.35 6.48 5.28 1 1 -45 1.15 4.52 5.28 1 1 -44 1.15 6.48 5.28 1 1 -43 5.10 6.48 5.28 0 1 -42 3.35 1.48 5.28 0 1 -40 5.10 4.52 5.28 0 1 -39 3.35 7.50 5.28 0 1 -38 1.15 7.50 5.28 0 1 -37 1.15 1.48 5.28 0 1 -36 -0.80 2.29 5.28 0 1 -35 5.10 2.29 5.28 0 1 -34 -0.80 6.48 5.28 0 1 -33 -0.80 4.52 5.28 0 1 -32 1.15 6.48 0.00 0 1 -31 1.15 4.52 0.00 0 1 -30 3.35 6.48 0.00 0 1 -28 5.10 6.48 0.00 0 1 -27 -0.80 6.48 0.00 0 1 -26 5.10 4.52 0.00 0 1 -25 -0.80 4.52 0.00 0 1 -24 3.35 2.29 0.00 0 1 -23 1.15 2.29 0.00 0 1 -22 5.10 2.29 0.00 0 1 -21 -0.80 2.29 0.00 0 1 -18 1.15 9.35 5.28 1 1 -17 1.15 9.35 0.00 0 1 -13 1.15 7.50 0.00 0 1 -7 3.35 1.48 0.00 0 1 -5 1.15 1.48 0.00 0 1 -2 1.15 0.10 5.28 1 1 -1 1.15 0.10 0.00 0 1 1 -0.80 0.10 0.00 0 5 2 5.10 0.10 0.00 0 5 4 3.35 0.10 0.00 0 1 11 -0.80 1.48 0.00 0 1 12 5.10 1.48 0.00 0 1 21 -0.80 3.80 0.00 0 5 22 5.10 3.80 0.00 0 5

[92]

23 1.15 3.80 0.00 0 5 24 3.35 3.80 0.00 0 1 31 -0.80 7.50 0.00 0 1 32 5.10 7.50 0.00 0 1 34 3.35 4.52 0.00 0 5 41 -0.80 9.35 0.00 0 5 42 5.10 9.35 0.00 0 5 44 3.35 9.35 0.00 0 1 54 3.35 7.50 0.00 0 5 141 -0.80 9.35 5.28 1 1 144 3.35 9.35 5.28 1 1 201 -0.80 0.10 5.28 1 1 202 5.10 0.10 5.28 1 1 204 3.35 0.10 5.28 1 1 211 -0.80 1.48 5.28 1 1 212 5.10 1.48 5.28 1 1 221 -0.80 3.80 5.28 1 1 222 5.10 3.80 5.28 1 1 223 1.15 3.80 5.28 0 1 224 3.35 3.80 5.28 0 1 231 -0.80 7.50 5.28 1 1 232 5.10 7.50 5.28 1 1 242 5.10 9.35 5.28 1 1

Elenco materiali Simbologia

Mat. = Numero del materiale Comm. = Commento P = Peso specifico E = Modulo elastico G = Modulo elastico tangenziale � = Coeff. di Poisson � = Coeff. di dilatazione termica Mat. Comm. P

<kg/mc> E

<kg/cmq> G

<kg/cmq> � �

1 Calcestruzzo 2500 300000.00 130000.00 0.1 1.000000E-005 Elenco sezioni aste Simbologia

Sez. = Numero della sezione Comm. = Commento Tipo = Tipologia 2C = Doppia C lato labbri 2Cdx = Doppia C lato costola 2I = Doppia I 2L = Doppia L lato labbri 2Ldx = Doppia L lato costole C = C Cdx = C destra Cir. = Circolare Cir.c = Circolare cava I = I L = L Ldx = L destra Om. = Omega Pg = Pi greco Pr = Poligono regolare Prc = Poligono regolare cavo Pc = Per coordinate Ia = Inerzie assegnate R = Rettangolare Rc = Rettangolare cava T = T U = U Ur = U rovescia V = V Vr = V rovescia Z = Z Zdx = Z destra Ts = T stondata Ls = L stondata Cs = C stondata Is = I stondata Dis. = Disegnata Me = Membratura G = Generica T = Trave P = Pilastro Ver. = Verifica prevista N = Nessuna C = Cemento armato A = Acciaio L = Legno Ma = Numero del materiale C = Numero del criterio di progetto Ccol = Numero del criterio di progetto collegamento Sez. Comm. Tipo Me Ver. Ma C Ccol

Elenco vincoli aste Simbologia

Va = Numero del vincolo asta Comm. = Commento Tipo = Tipologia SVI = Definizione di vincolamenti interni ELA = Vincolo su suolo elastico alla Winkler BIE-RTC = Biella resistente a trazione e a compressione BIE-RC = Biella resistente solo a compressione BIE-RT = Biella resistente solo a trazione Ni = Sforzo normale nodo iniziale (0=sbloccato, 1=bloccato) Tyi = Taglio in dir. Y locale nodo iniziale (0=sbloccato, 1=bloccato) Tzi = Taglio in dir. Z locale nodo iniziale (0=sbloccato, 1=bloccato) Mxi = Momento intorno all'asse X locale nodo iniziale (0=sbloccato, 1=bloccato) Myi = Momento intorno all'asse Y locale nodo iniziale (0=sbloccato, 1=bloccato) Mzi = Momento intorno all'asse Z locale nodo iniziale (0=sbloccato, 1=bloccato) Nf = Sforzo normale nodo finale (0=sbloccato, 1=bloccato) Tyf = Taglio in dir. Y locale nodo finale (0=sbloccato, 1=bloccato) Tzf = Taglio in dir. Z locale nodo finale (0=sbloccato, 1=bloccato) Mxf = Momento intorno all'asse X locale nodo finale (0=sbloccato, 1=bloccato) Myf = Momento intorno all'asse Y locale nodo finale (0=sbloccato, 1=bloccato) Mzf = Momento intorno all'asse Z locale nodo finale (0=sbloccato, 1=bloccato) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Va Comm. Tipo Ni Tyi Tzi Mxi Myi Mzi Nf Tyf Tzf Mxf Myf Mzf Kt

[93]

<kg/cmc> 1 Inc+Inc SVI 1 1 1 1 1 1 1 1 1 1 1 1

Elenco aste Simbologia

Asta = Numero dell'asta N1 = Nodo iniziale N2 = Nodo finale Sez. = Numero della sezione Va = Numero del vincolo asta Par. = Numero dei parametri aggiuntivi Rot. = Rotazione FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Dz1 = Scost. filo fisso Z1 Dz2 = Scost. filo fisso Z2 Asta N1 N2 Sez. Va Par. Rot.

<grad> FF Dy1

<cm> Dy2 <cm>

Dz1 <cm>

Dz2 <cm>

0 1 11 1 0.00 22 0.00 0.00 0.00 0.000 1 -1 1 0.00 55 0.00 0.00 0.00 0.000 1 -59 1 0.00 55 0.00 0.00 0.00 0.000 11 -21 1 0.00 22 0.00 0.00 0.00 0.000 11 -5 1 0.00 55 0.00 0.00 0.00 0.000 11 -61 1 0.00 55 0.00 0.00 0.00 0.000 -21 21 1 0.00 22 0.00 0.00 0.00 0.000 -1 4 1 0.00 55 0.00 0.00 0.00 0.000 -5 -7 1 0.00 55 0.00 0.00 0.00 0.000 21 23 1 0.00 55 0.00 0.00 0.00 0.000 -59 201 1 0.00 55 0.00 0.00 0.00 0.000 21 -25 1 0.00 22 0.00 0.00 0.00 0.000 21 -64 1 0.00 55 0.00 0.00 0.00 0.000 -61 211 1 0.00 55 0.00 0.00 0.00 0.000 4 2 1 0.00 55 0.00 0.00 0.00 0.000 -25 -27 1 0.00 22 0.00 0.00 0.00 0.000 -7 12 1 0.00 55 0.00 0.00 0.00 0.000 2 12 1 0.00 22 0.00 0.00 0.00 0.000 23 24 1 0.00 55 0.00 0.00 0.00 0.000 201 211 1 0.00 22 0.00 0.00 0.00 0.000 211 -37 1 0.00 55 0.00 0.00 0.00 0.000 2 -51 1 0.00 55 0.00 0.00 0.00 0.000 -27 31 1 0.00 22 0.00 0.00 0.00 0.000 24 22 1 0.00 55 0.00 0.00 0.00 0.000 22 -26 1 0.00 22 0.00 0.00 0.00 0.000 201 -2 1 0.00 11 0.00 0.00 0.00 0.000 211 -36 1 0.00 22 0.00 0.00 0.00 0.000 31 -13 1 0.00 55 0.00 0.00 0.00 0.000 -64 221 1 0.00 55 0.00 0.00 0.00 0.000 -36 221 1 0.00 22 0.00 0.00 0.00 0.000 12 -22 1 0.00 22 0.00 0.00 0.00 0.000 12 -50 1 0.00 55 0.00 0.00 0.00 0.000 -51 202 1 0.00 55 0.00 0.00 0.00 0.000 204 202 1 0.00 11 0.00 0.00 0.00 0.000 31 41 1 0.00 22 0.00 0.00 0.00 0.000 31 -66 1 0.00 55 0.00 0.00 0.00 0.000 -22 22 1 0.00 22 0.00 0.00 0.00 0.000 22 -54 1 0.00 55 0.00 0.00 0.00 0.000 -2 204 1 0.00 11 0.00 0.00 0.00 0.000 -13 54 1 0.00 55 0.00 0.00 0.00 0.000 221 -33 1 0.00 22 0.00 0.00 0.00 0.000 -26 -28 1 0.00 22 0.00 0.00 0.00 0.000 -37 -42 1 0.00 55 0.00 0.00 0.00 0.000 54 32 1 0.00 55 0.00 0.00 0.00 0.000 -28 32 1 0.00 22 0.00 0.00 0.00 0.000 221 223 1 0.00 55 0.00 0.00 0.00 0.000 -33 -34 1 0.00 22 0.00 0.00 0.00 0.000 -42 212 1 0.00 55 0.00 0.00 0.00 0.000 202 212 1 0.00 22 0.00 0.00 0.00 0.000 223 224 1 0.00 55 0.00 0.00 0.00 0.000 -54 222 1 0.00 55 0.00 0.00 0.00 0.000 -35 222 1 0.00 22 0.00 0.00 0.00 0.000 41 -17 1 0.00 55 0.00 0.00 0.00 0.000 -17 44 1 0.00 55 0.00 0.00 0.00 0.000 -34 231 1 0.00 22 0.00 0.00 0.00 0.000 -50 212 1 0.00 55 0.00 0.00 0.00 0.000 -66 231 1 0.00 55 0.00 0.00 0.00 0.000 212 -35 1 0.00 22 0.00 0.00 0.00 0.000 32 42 1 0.00 22 0.00 0.00 0.00 0.000 224 222 1 0.00 55 0.00 0.00 0.00 0.000 41 -65 1 0.00 55 0.00 0.00 0.00 0.000 -65 141 1 0.00 55 0.00 0.00 0.00 0.000 44 42 1 0.00 55 0.00 0.00 0.00 0.000 231 141 1 0.00 22 0.00 0.00 0.00 0.000 231 -38 1 0.00 55 0.00 0.00 0.00 0.000 32 -56 1 0.00 55 0.00 0.00 0.00 0.000 222 -40 1 0.00 22 0.00 0.00 0.00 0.000 141 -18 1 0.00 11 0.00 0.00 0.00 0.000 42 -55 1 0.00 55 0.00 0.00 0.00 0.000 -38 -39 1 0.00 55 0.00 0.00 0.00 0.000 -40 -43 1 0.00 22 0.00 0.00 0.00 0.000 -18 144 1 0.00 11 0.00 0.00 0.00 0.000 -56 232 1 0.00 55 0.00 0.00 0.00 0.000 -39 232 1 0.00 55 0.00 0.00 0.00 0.000 -43 232 1 0.00 22 0.00 0.00 0.00 0.000 -55 242 1 0.00 55 0.00 0.00 0.00 0.000 232 242 1 0.00 22 0.00 0.00 0.00 0.000 144 242 1 0.00 11 0.00 0.00 0.00 0.00

Elenco tipi elementi bidimensionali Simbologia

Tb = Numero del tipo muro/elemento bidimensionale

[94]

Comm. = Commento Tipo = Tipologia F = Flessionale M = Membranale W-RC = Winkler resistente solo a compressione W-RTC = Winkler resistente a trazione e a compressione Uso = Utilizzo G = Generico P = Parete S = Soletta/Platea N = Nucleo M = Muratura L = Pilastro Mat. = Numero del materiale Crit. = Numero del criterio di progetto Spess. = Spessore Kt = Coeff. di sottofondo su suolo elastico alla Winkler Tb Comm. Tipo Uso Mat. Crit. Spess.

<cm> Kt

<kg/cmc> 2 muro 30 cm F N 1 1 30.00 3 platea F S 1 1 50.00 4 soletta camminamento F S 1 1 25.00

Elenco elementi bidimensionali Simbologia

Bid. = Numero del muro/elemento bidimensionale Tb = Numero del tipo muro/elemento bidimensionale N1 = Nodo 1 N2 = Nodo 2 N3 = Nodo 3 N4 = Nodo 4 FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Bid. Tb N1 N2 N3 N4 FF Dy1

<cm> Dy2 <cm>

Bid. Tb N1 N2 N3 N4 FF Dy1 <cm>

Dy2 <cm>

101 4 -36 221 223 -49 33 0.00 0.00 101 4 -48 224 222 -35 33 0.00 0.00 101 4 224 223 -45 -47 33 0.00 0.00 101 4 -44 -34 231 -38 33 0.00 0.00 101 4 -2 -37 -42 204 33 0.00 0.00 101 4 231 141 -18 -38 33 0.00 0.00 101 4 222 224 -47 -40 33 0.00 0.00 101 4 211 -36 -49 -37 33 0.00 0.00 101 4 201 211 -37 -2 33 0.00 0.00 101 4 -45 -33 -34 -44 33 0.00 0.00 101 4 223 221 -33 -45 33 0.00 0.00 101 4 -43 -46 -39 232 33 0.00 0.00 101 4 -40 -47 -46 -43 33 0.00 0.00 101 4 -49 223 224 -48 33 0.00 0.00 101 4 -47 -45 -44 -46 33 0.00 0.00 101 4 -46 -44 -38 -39 33 0.00 0.00 101 4 204 -42 212 202 33 0.00 0.00 101 4 -38 -18 144 -39 33 0.00 0.00 101 4 -39 144 242 232 33 0.00 0.00 101 4 -37 -49 -48 -42 33 0.00 0.00 101 4 -42 -48 -35 212 33 0.00 0.00 102 2 -59 -58 -2 201 22 0.00 0.00 102 2 -1 4 -60 -58 22 0.00 0.00 102 2 -58 -60 204 -2 22 0.00 0.00 102 2 4 2 -51 -60 22 0.00 0.00 102 2 -60 -51 202 204 22 0.00 0.00 102 2 1 -1 -58 -59 22 0.00 0.00 103 2 -17 44 -69 -68 22 0.00 0.00 103 2 -65 -68 -18 141 22 0.00 0.00 103 2 44 42 -55 -69 22 0.00 0.00 103 2 -68 -69 144 -18 22 0.00 0.00 103 2 41 -17 -68 -65 22 0.00 0.00 103 2 -69 -55 242 144 22 0.00 0.00 104 2 -22 22 -54 -52 22 0.00 0.00 104 2 12 -22 -52 -50 22 0.00 0.00 104 2 32 42 -55 -56 22 0.00 0.00 104 2 22 -26 -53 -54 22 0.00 0.00 104 2 -50 -52 -35 212 22 0.00 0.00 104 2 -54 -53 -40 222 22 0.00 0.00 104 2 -51 -50 212 202 22 0.00 0.00 104 2 -26 -28 -57 -53 22 0.00 0.00 104 2 2 12 -50 -51 22 0.00 0.00 104 2 -52 -54 222 -35 22 0.00 0.00 104 2 -57 -56 232 -43 22 0.00 0.00 104 2 -53 -57 -43 -40 22 0.00 0.00 104 2 -28 32 -56 -57 22 0.00 0.00 104 2 -56 -55 242 232 22 0.00 0.00 105 2 -64 -63 -33 221 22 0.00 0.00 105 2 21 -25 -63 -64 22 0.00 0.00 105 2 -61 -62 -36 211 22 0.00 0.00 105 2 -59 -61 211 201 22 0.00 0.00 105 2 11 -21 -62 -61 22 0.00 0.00 105 2 1 11 -61 -59 22 0.00 0.00 105 2 -63 -67 -34 -33 22 0.00 0.00 105 2 -67 -66 231 -34 22 0.00 0.00 105 2 -66 -65 141 231 22 0.00 0.00 105 2 -62 -64 221 -36 22 0.00 0.00 105 2 -27 31 -66 -67 22 0.00 0.00 105 2 -25 -27 -67 -63 22 0.00 0.00 105 2 31 41 -65 -66 22 0.00 0.00 105 2 -21 21 -64 -62 22 0.00 0.00 106 2 21 23 -74 -64 22 0.00 0.00 106 2 -64 -74 223 221 22 0.00 0.00 106 2 23 24 -71 -74 22 0.00 0.00 106 2 -74 -71 224 223 22 0.00 0.00 107 2 -72 -73 -39 -46 22 0.00 0.00 107 2 -71 -70 -47 224 22 0.00 0.00 107 2 -73 -69 144 -39 22 0.00 0.00 107 2 -70 -72 -46 -47 22 0.00 0.00 107 2 24 34 -70 -71 22 0.00 0.00 107 2 34 -30 -72 -70 22 0.00 0.00 107 2 -30 54 -73 -72 22 0.00 0.00 107 2 54 44 -69 -73 22 0.00 0.00 401 3 11 -21 -23 -5 33 0.00 0.00 401 3 22 24 34 -26 33 0.00 0.00 401 3 31 41 -17 -13 33 0.00 0.00 401 3 -1 -5 -7 4 33 0.00 0.00 401 3 4 -7 12 2 33 0.00 0.00 401 3 -5 -23 -24 -7 33 0.00 0.00 401 3 -7 -24 -22 12 33 0.00 0.00 401 3 -21 21 23 -23 33 0.00 0.00 401 3 -23 23 24 -24 33 0.00 0.00 401 3 1 11 -5 -1 33 0.00 0.00 401 3 -26 34 -30 -28 33 0.00 0.00 401 3 -28 -30 54 32 33 0.00 0.00 401 3 24 23 -31 34 33 0.00 0.00 401 3 34 -31 -32 -30 33 0.00 0.00 401 3 -30 -32 -13 54 33 0.00 0.00 401 3 23 21 -25 -31 33 0.00 0.00 401 3 -31 -25 -27 -32 33 0.00 0.00 401 3 -32 -27 31 -13 33 0.00 0.00 401 3 -13 -17 44 54 33 0.00 0.00 401 3 54 44 42 32 33 0.00 0.00 401 3 -24 24 22 -22 33 0.00 0.00

Carichi Si considerano le seguenti combinazioni di carico: - peso proprio + serbatoio pieno in tutti i comparti - peso proprio + serbatoio pieno in tutti i comparti + sisma lungo y - peso proprio + serbatoio pieno in tutti i comparti + sisma lungo x - peso proprio + serbatoio riempito parzialmente(comparti 1-2-11-12 e 31-32-41-42)

[95]

Condizioni di carico elementari Simbologia


1 peso 1.00 1.00 1.00 0.00 0.00 0.00 1.002 serbatoio pieno 1.00 1.00 1.00 0.00 0.00 0.00 1.003 sisma x 1.00 1.00 1.00 0.00 0.00 0.00 1.004 4 sisma y 1.00 1.00 1.00 0.00 0.00 0.00 1.005 serbatoio riempito parzialmente 1.00 1.00 1.00 0.00 0.00 0.00 1.006 spinta terre + carico cop 1.00 1.00 1.00 0.00 0.00 0.00 1.00

Elenco carichi nodi Condizione di carico n. 3: sisma x Carichi concentrati Simbologia

Nodo = Numero del nodo Px = Componente X della forza applicata Py = Componente Y della forza applicata

[96]

Pz = Componente Z della forza applicata Mx = Momento intorno all'asse X My = Momento intorno all'asse Y Mz = Momento intorno all'asse Z Nodo Px

<kg> Py

<kg> Pz

<kg> Mx

<kgm> My

<kgm> Mz

<kgm> Nodo Px

<kg> Py

<kg> Pz

<kg> Mx

<kgm> My

<kgm> Mz

<kgm> -18 -1811.00 0.00 0.00 0.00 0.00 0.00 -2 -1811.00 0.00 0.00 0.00 0.00 0.00

Elenco carichi nodi Condizione di carico n. 4: 4 sisma y Carichi concentrati Nodo Px

<kg> Py

<kg> Pz

<kg> Mx

<kgm> My

<kgm> Mz

<kgm> Nodo Px

<kg> Py

<kg> Pz

<kg> Mx

<kgm> My

<kgm> Mz

<kgm> 221 0.00 1811.00 0.00 0.00 0.00 0.00 222 0.00 1811.00 0.00 0.00 0.00 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 1: peso Carichi uniformi Simbologia

Bid. = Numero del muro/elemento bidimensionale N1 = Nodo1 N2 = Nodo2 N3 = Nodo3 N4 = Nodo4 T = Tipo di carico PP = Peso proprio M = Manuale DC = Direzione del carico G = secondo gli assi Globali L = secondo gli assi Locali Qx = Carico in dir. X Qy = Carico in dir. Y Qz = Carico in dir. Z Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 101 -36 221 223 -49 PP G 0.00 0.00 625.00101 -48 224 222 -35 PP G 0.00 0.00 625.00101 224 223 -45 -47 PP G 0.00 0.00 625.00101 -44 -34 231 -38 PP G 0.00 0.00 625.00101 -2 -37 -42 204 PP G 0.00 0.00 625.00101 231 141 -18 -38 PP G 0.00 0.00 625.00101 222 224 -47 -40 PP G 0.00 0.00 625.00101 211 -36 -49 -37 PP G 0.00 0.00 625.00101 201 211 -37 -2 PP G 0.00 0.00 625.00101 -45 -33 -34 -44 PP G 0.00 0.00 625.00101 223 221 -33 -45 PP G 0.00 0.00 625.00101 -43 -46 -39 232 PP G 0.00 0.00 625.00101 -40 -47 -46 -43 PP G 0.00 0.00 625.00101 -49 223 224 -48 PP G 0.00 0.00 625.00101 -47 -45 -44 -46 PP G 0.00 0.00 625.00101 -46 -44 -38 -39 PP G 0.00 0.00 625.00101 204 -42 212 202 PP G 0.00 0.00 625.00101 -38 -18 144 -39 PP G 0.00 0.00 625.00101 -39 144 242 232 PP G 0.00 0.00 625.00101 -37 -49 -48 -42 PP G 0.00 0.00 625.00101 -42 -48 -35 212 PP G 0.00 0.00 625.00102 -59 -58 -2 201 PP G 0.00 0.00 750.00102 -1 4 -60 -58 PP G 0.00 0.00 750.00102 -58 -60 204 -2 PP G 0.00 0.00 750.00102 4 2 -51 -60 PP G 0.00 0.00 750.00102 -60 -51 202 204 PP G 0.00 0.00 750.00102 1 -1 -58 -59 PP G 0.00 0.00 750.00103 -17 44 -69 -68 PP G 0.00 0.00 750.00103 -65 -68 -18 141 PP G 0.00 0.00 750.00103 44 42 -55 -69 PP G 0.00 0.00 750.00103 -68 -69 144 -18 PP G 0.00 0.00 750.00103 41 -17 -68 -65 PP G 0.00 0.00 750.00103 -69 -55 242 144 PP G 0.00 0.00 750.00104 -22 22 -54 -52 PP G 0.00 0.00 750.00104 12 -22 -52 -50 PP G 0.00 0.00 750.00104 32 42 -55 -56 PP G 0.00 0.00 750.00104 22 -26 -53 -54 PP G 0.00 0.00 750.00104 -50 -52 -35 212 PP G 0.00 0.00 750.00104 -54 -53 -40 222 PP G 0.00 0.00 750.00104 -51 -50 212 202 PP G 0.00 0.00 750.00104 -26 -28 -57 -53 PP G 0.00 0.00 750.00104 2 12 -50 -51 PP G 0.00 0.00 750.00104 -52 -54 222 -35 PP G 0.00 0.00 750.00104 -57 -56 232 -43 PP G 0.00 0.00 750.00104 -53 -57 -43 -40 PP G 0.00 0.00 750.00104 -28 32 -56 -57 PP G 0.00 0.00 750.00104 -56 -55 242 232 PP G 0.00 0.00 750.00105 -64 -63 -33 221 PP G 0.00 0.00 750.00105 21 -25 -63 -64 PP G 0.00 0.00 750.00105 -61 -62 -36 211 PP G 0.00 0.00 750.00105 -59 -61 211 201 PP G 0.00 0.00 750.00105 11 -21 -62 -61 PP G 0.00 0.00 750.00105 1 11 -61 -59 PP G 0.00 0.00 750.00105 -63 -67 -34 -33 PP G 0.00 0.00 750.00105 -67 -66 231 -34 PP G 0.00 0.00 750.00105 -66 -65 141 231 PP G 0.00 0.00 750.00105 -62 -64 221 -36 PP G 0.00 0.00 750.00105 -27 31 -66 -67 PP G 0.00 0.00 750.00105 -25 -27 -67 -63 PP G 0.00 0.00 750.00105 31 41 -65 -66 PP G 0.00 0.00 750.00105 -21 21 -64 -62 PP G 0.00 0.00 750.00106 21 23 -74 -64 PP G 0.00 0.00 750.00106 -64 -74 223 221 PP G 0.00 0.00 750.00106 23 24 -71 -74 PP G 0.00 0.00 750.00106 -74 -71 224 223 PP G 0.00 0.00 750.00107 -72 -73 -39 -46 PP G 0.00 0.00 750.00107 -71 -70 -47 224 PP G 0.00 0.00 750.00

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107 -73 -69 144 -39 PP G 0.00 0.00 750.00107 -70 -72 -46 -47 PP G 0.00 0.00 750.00107 24 34 -70 -71 PP G 0.00 0.00 750.00107 34 -30 -72 -70 PP G 0.00 0.00 750.00107 -30 54 -73 -72 PP G 0.00 0.00 750.00107 54 44 -69 -73 PP G 0.00 0.00 750.00401 11 -21 -23 -5 PP G 0.00 0.00 1250.00401 22 24 34 -26 PP G 0.00 0.00 1250.00401 31 41 -17 -13 PP G 0.00 0.00 1250.00401 -1 -5 -7 4 PP G 0.00 0.00 1250.00401 4 -7 12 2 PP G 0.00 0.00 1250.00401 -5 -23 -24 -7 PP G 0.00 0.00 1250.00401 -7 -24 -22 12 PP G 0.00 0.00 1250.00401 -21 21 23 -23 PP G 0.00 0.00 1250.00401 -23 23 24 -24 PP G 0.00 0.00 1250.00401 1 11 -5 -1 PP G 0.00 0.00 1250.00401 -26 34 -30 -28 PP G 0.00 0.00 1250.00401 -28 -30 54 32 PP G 0.00 0.00 1250.00401 24 23 -31 34 PP G 0.00 0.00 1250.00401 34 -31 -32 -30 PP G 0.00 0.00 1250.00401 -30 -32 -13 54 PP G 0.00 0.00 1250.00401 23 21 -25 -31 PP G 0.00 0.00 1250.00401 -31 -25 -27 -32 PP G 0.00 0.00 1250.00401 -32 -27 31 -13 PP G 0.00 0.00 1250.00401 -13 -17 44 54 PP G 0.00 0.00 1250.00401 54 44 42 32 PP G 0.00 0.00 1250.00401 -24 24 22 -22 PP G 0.00 0.00 1250.00

Elenco carichi elementi bidimensionali Condizione di carico n. 2: serbatoio pieno Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 101 -36 221 223 -49 M G 0.00 0.00 4900.00 101 -48 224 222 -35 M G 0.00 0.00 4900.00101 224 223 -45 -47 M G 0.00 0.00 4900.00 101 -44 -34 231 -38 M G 0.00 0.00 4900.00101 -2 -37 -42 204 M G 0.00 0.00 4900.00 101 231 141 -18 -38 M G 0.00 0.00 4900.00101 222 224 -47 -40 M G 0.00 0.00 4900.00 101 211 -36 -49 -37 M G 0.00 0.00 4900.00101 201 211 -37 -2 M G 0.00 0.00 4900.00 101 -45 -33 -34 -44 M G 0.00 0.00 4900.00101 223 221 -33 -45 M G 0.00 0.00 4900.00 101 -43 -46 -39 232 M G 0.00 0.00 4900.00101 -40 -47 -46 -43 M G 0.00 0.00 4900.00 101 -49 223 224 -48 M G 0.00 0.00 4900.00101 -47 -45 -44 -46 M G 0.00 0.00 4900.00 101 -46 -44 -38 -39 M G 0.00 0.00 4900.00101 204 -42 212 202 M G 0.00 0.00 4900.00 101 -38 -18 144 -39 M G 0.00 0.00 4900.00101 -39 144 242 232 M G 0.00 0.00 4900.00 101 -37 -49 -48 -42 M G 0.00 0.00 4900.00101 -42 -48 -35 212 M G 0.00 0.00 4900.00 401 11 -21 -23 -5 M G 0.00 0.00 4900.00401 22 24 34 -26 M G 0.00 0.00 4900.00 401 31 41 -17 -13 M G 0.00 0.00 4900.00401 -1 -5 -7 4 M G 0.00 0.00 4900.00 401 4 -7 12 2 M G 0.00 0.00 4900.00401 -5 -23 -24 -7 M G 0.00 0.00 4900.00 401 -7 -24 -22 12 M G 0.00 0.00 4900.00401 -21 21 23 -23 M G 0.00 0.00 4900.00 401 -23 23 24 -24 M G 0.00 0.00 4900.00401 1 11 -5 -1 M G 0.00 0.00 4900.00 401 -26 34 -30 -28 M G 0.00 0.00 4900.00401 -28 -30 54 32 M G 0.00 0.00 4900.00 401 24 23 -31 34 M G 0.00 0.00 4900.00401 34 -31 -32 -30 M G 0.00 0.00 4900.00 401 -30 -32 -13 54 M G 0.00 0.00 4900.00401 23 21 -25 -31 M G 0.00 0.00 4900.00 401 -31 -25 -27 -32 M G 0.00 0.00 4900.00401 -32 -27 31 -13 M G 0.00 0.00 4900.00 401 -13 -17 44 54 M G 0.00 0.00 4900.00401 54 44 42 32 M G 0.00 0.00 4900.00 401 -24 24 22 -22 M G 0.00 0.00 4900.00

Elenco carichi elementi bidimensionali Condizione di carico n. 2: serbatoio pieno Carichi idrostatici Simbologia

Bid. = Numero del muro/elemento bidimensionale N1 = Nodo1 N2 = Nodo2 N3 = Nodo3 N4 = Nodo4 Zi = Coordinata Z globale d'inizio carico QYi = Componente iniziale del carico in direzione Y locale dell'elemento bidimensionale MY = Coordinata Z globale di fine carico QYf = Componente finale del carico in direzione Y locale dell'elemento bidimensionale Bid. N1 N2 N3 N4 Zi

<m> QYi

<kg/m> MY <m>

QYf <kg/m>


QYi <kg/m>

MY <m>

QYf <kg/m>

102 -59 -58 -2 201 0.00 4900.00 5.28 0.00 102 -1 4 -60 -58 0.00 4900.00 5.28 0.00102 -58 -60 204 -2 0.00 4900.00 5.28 0.00 102 4 2 -51 -60 0.00 4900.00 5.28 0.00102 -60 -51 202 204 0.00 4900.00 5.28 0.00 102 1 -1 -58 -59 0.00 4900.00 5.28 0.00103 -17 44 -69 -68 0.00 -4900.00 5.28 0.00 103 -65 -68 -18 141 0.00 -4900.00 5.28 0.00103 44 42 -55 -69 0.00 -4900.00 5.28 0.00 103 -68 -69 144 -18 0.00 -4900.00 5.28 0.00103 41 -17 -68 -65 0.00 -4900.00 5.28 0.00 103 -69 -55 242 144 0.00 -4900.00 5.28 0.00104 -22 22 -54 -52 0.00 4900.00 5.28 0.00 104 12 -22 -52 -50 0.00 4900.00 5.28 0.00104 32 42 -55 -56 0.00 4900.00 5.28 0.00 104 22 -26 -53 -54 0.00 4900.00 5.28 0.00104 -50 -52 -35 212 0.00 4900.00 5.28 0.00 104 -54 -53 -40 222 0.00 4900.00 5.28 0.00104 -51 -50 212 202 0.00 4900.00 5.28 0.00 104 -26 -28 -57 -53 0.00 4900.00 5.28 0.00104 2 12 -50 -51 0.00 4900.00 5.28 0.00 104 -52 -54 222 -35 0.00 4900.00 5.28 0.00104 -57 -56 232 -43 0.00 4900.00 5.28 0.00 104 -53 -57 -43 -40 0.00 4900.00 5.28 0.00104 -28 32 -56 -57 0.00 4900.00 5.28 0.00 104 -56 -55 242 232 0.00 4900.00 5.28 0.00105 -64 -63 -33 221 0.00 -4900.00 5.28 0.00 105 21 -25 -63 -64 0.00 -4900.00 5.28 0.00105 -61 -62 -36 211 0.00 -4900.00 5.28 0.00 105 -59 -61 211 201 0.00 -4900.00 5.28 0.00105 11 -21 -62 -61 0.00 -4900.00 5.28 0.00 105 1 11 -61 -59 0.00 -4900.00 5.28 0.00105 -63 -67 -34 -33 0.00 -4900.00 5.28 0.00 105 -67 -66 231 -34 0.00 -4900.00 5.28 0.00105 -66 -65 141 231 0.00 -4900.00 5.28 0.00 105 -62 -64 221 -36 0.00 -4900.00 5.28 0.00105 -27 31 -66 -67 0.00 -4900.00 5.28 0.00 105 -25 -27 -67 -63 0.00 -4900.00 5.28 0.00105 31 41 -65 -66 0.00 -4900.00 5.28 0.00 105 -21 21 -64 -62 0.00 -4900.00 5.28 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 3: sisma x Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz


<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 104 -22 22 -54 -52 M G -534.00 0.00 0.00 104 12 -22 -52 -50 M G -534.00 0.00 0.00104 32 42 -55 -56 M G -186.00 0.00 0.00 104 22 -26 -53 -54 M G -186.00 0.00 0.00104 -50 -52 -35 212 M G -534.00 0.00 0.00 104 -54 -53 -40 222 M G -186.00 0.00 0.00104 -51 -50 212 202 M G -534.00 0.00 0.00 104 -26 -28 -57 -53 M G -186.00 0.00 0.00104 2 12 -50 -51 M G -534.00 0.00 0.00 104 -52 -54 222 -35 M G -534.00 0.00 0.00

[98]

104 -57 -56 232 -43 M G -186.00 0.00 0.00 104 -53 -57 -43 -40 M G -186.00 0.00 0.00104 -28 32 -56 -57 M G -186.00 0.00 0.00 104 -56 -55 242 232 M G -186.00 0.00 0.00105 -64 -63 -33 221 M G -64.00 0.00 0.00 105 21 -25 -63 -64 M G -64.00 0.00 0.00105 -61 -62 -36 211 M G -64.00 0.00 0.00 105 -59 -61 211 201 M G -64.00 0.00 0.00105 11 -21 -62 -61 M G -64.00 0.00 0.00 105 1 11 -61 -59 M G -64.00 0.00 0.00105 -63 -67 -34 -33 M G -64.00 0.00 0.00 105 -67 -66 231 -34 M G -64.00 0.00 0.00105 -66 -65 141 231 M G -64.00 0.00 0.00 105 -62 -64 221 -36 M G -64.00 0.00 0.00105 -27 31 -66 -67 M G -64.00 0.00 0.00 105 -25 -27 -67 -63 M G -64.00 0.00 0.00105 31 41 -65 -66 M G -64.00 0.00 0.00 105 -21 21 -64 -62 M G -64.00 0.00 0.00107 -72 -73 -39 -46 M G -387.00 0.00 0.00 107 -71 -70 -47 224 M G -387.00 0.00 0.00107 -73 -69 144 -39 M G -387.00 0.00 0.00 107 -70 -72 -46 -47 M G -387.00 0.00 0.00107 24 34 -70 -71 M G -387.00 0.00 0.00 107 34 -30 -72 -70 M G -387.00 0.00 0.00107 -30 54 -73 -72 M G -387.00 0.00 0.00 107 54 44 -69 -73 M G -387.00 0.00 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 4: 4 sisma y Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz


<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 102 -59 -58 -2 201 M G 0.00 350.00 0.00 102 -1 4 -60 -58 M G 0.00 350.00 0.00102 -58 -60 204 -2 M G 0.00 350.00 0.00 102 4 2 -51 -60 M G 0.00 816.00 0.00102 -60 -51 202 204 M G 0.00 816.00 0.00 102 1 -1 -58 -59 M G 0.00 350.00 0.00103 -17 44 -69 -68 M G 0.00 -64.00 0.00 103 -65 -68 -18 141 M G 0.00 -64.00 0.00103 44 42 -55 -69 M G 0.00 -64.00 0.00 103 -68 -69 144 -18 M G 0.00 -64.00 0.00103 41 -17 -68 -65 M G 0.00 -64.00 0.00 103 -69 -55 242 144 M G 0.00 -64.00 0.00106 21 23 -74 -64 M G 0.00 505.00 0.00 106 -64 -74 223 221 M G 0.00 505.00 0.00106 23 24 -71 -74 M G 0.00 505.00 0.00 106 -74 -71 224 223 M G 0.00 505.00 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 5: serbatoio riempito parzialmente Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz


<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 401 31 41 -17 -13 M G 0.00 0.00 4900.00 401 24 23 -31 34 M G 0.00 0.00 4900.00401 34 -31 -32 -30 M G 0.00 0.00 4900.00 401 -30 -32 -13 54 M G 0.00 0.00 4900.00401 23 21 -25 -31 M G 0.00 0.00 4900.00 401 -31 -25 -27 -32 M G 0.00 0.00 4900.00401 -32 -27 31 -13 M G 0.00 0.00 4900.00 401 -13 -17 44 54 M G 0.00 0.00 4900.00

Elenco carichi elementi bidimensionali Condizione di carico n. 5: serbatoio riempito parzialmente Carichi idrostatici Bid. N1 N2 N3 N4 Zi

<m> QYi

<kg/m> MY <m>

QYf <kg/m>


QYi <kg/m>

MY <m>

QYf <kg/m>

103 -17 44 -69 -68 0.00 -4900.00 5.28 0.00 103 -65 -68 -18 141 0.00 -4900.00 5.28 0.00103 -68 -69 144 -18 0.00 -4900.00 5.28 0.00 103 41 -17 -68 -65 0.00 -4900.00 5.28 0.00105 -64 -63 -33 221 0.00 -4900.00 5.28 0.00 105 21 -25 -63 -64 0.00 -4900.00 5.28 0.00105 -63 -67 -34 -33 0.00 -4900.00 5.28 0.00 105 -67 -66 231 -34 0.00 -4900.00 5.28 0.00105 -66 -65 141 231 0.00 -4900.00 5.28 0.00 105 -27 31 -66 -67 0.00 -4900.00 5.28 0.00105 -25 -27 -67 -63 0.00 -4900.00 5.28 0.00 105 31 41 -65 -66 0.00 -4900.00 5.28 0.00106 21 23 -74 -64 0.00 4900.00 5.28 0.00 106 -64 -74 223 221 0.00 4900.00 5.28 0.00106 23 24 -71 -74 0.00 4900.00 5.28 0.00 106 -74 -71 224 223 0.00 4900.00 5.28 0.00107 -72 -73 -39 -46 0.00 4900.00 5.28 0.00 107 -71 -70 -47 224 0.00 4900.00 5.28 0.00107 -73 -69 144 -39 0.00 4900.00 5.28 0.00 107 -70 -72 -46 -47 0.00 4900.00 5.28 0.00107 24 34 -70 -71 0.00 4900.00 5.28 0.00 107 34 -30 -72 -70 0.00 4900.00 5.28 0.00107 -30 54 -73 -72 0.00 4900.00 5.28 0.00 107 54 44 -69 -73 0.00 4900.00 5.28 0.00

Elenco carichi elementi bidimensionali Condizione di carico n. 6: spinta terre + carico cop Carichi uniformi Bid. N1 N2 N3 N4 T DC Qx

<kg/mq> Qy

<kg/mq> Qz


<kg/mq> Qy

<kg/mq> Qz

<kg/mq> 101 -36 221 223 -49 M G 0.00 0.00 500.00 101 -48 224 222 -35 M G 0.00 0.00 500.00101 224 223 -45 -47 M G 0.00 0.00 500.00 101 -44 -34 231 -38 M G 0.00 0.00 500.00101 -2 -37 -42 204 M G 0.00 0.00 500.00 101 231 141 -18 -38 M G 0.00 0.00 500.00101 222 224 -47 -40 M G 0.00 0.00 500.00 101 211 -36 -49 -37 M G 0.00 0.00 500.00101 201 211 -37 -2 M G 0.00 0.00 500.00 101 -45 -33 -34 -44 M G 0.00 0.00 500.00101 223 221 -33 -45 M G 0.00 0.00 500.00 101 -43 -46 -39 232 M G 0.00 0.00 500.00101 -40 -47 -46 -43 M G 0.00 0.00 500.00 101 -49 223 224 -48 M G 0.00 0.00 500.00101 -47 -45 -44 -46 M G 0.00 0.00 500.00 101 -46 -44 -38 -39 M G 0.00 0.00 500.00101 204 -42 212 202 M G 0.00 0.00 500.00 101 -38 -18 144 -39 M G 0.00 0.00 500.00101 -39 144 242 232 M G 0.00 0.00 500.00 101 -37 -49 -48 -42 M G 0.00 0.00 500.00101 -42 -48 -35 212 M G 0.00 0.00 500.00

Elenco carichi elementi bidimensionali Condizione di carico n. 6: spinta terre + carico cop Carichi idrostatici Bid. N1 N2 N3 N4 Zi

<m> QYi

<kg/m> MY <m>

QYf <kg/m>


QYi <kg/m>

MY <m>

QYf <kg/m>

102 -1 4 -60 -58 0.00 -1584.00 2.64 0.00 102 4 2 -51 -60 0.00 -1584.00 2.64 0.00102 1 -1 -58 -59 0.00 -1584.00 2.64 0.00 103 -17 44 -69 -68 0.00 1584.00 2.64 0.00103 44 42 -55 -69 0.00 1584.00 2.64 0.00 103 41 -17 -68 -65 0.00 1584.00 2.64 0.00104 -22 22 -54 -52 0.00 -1584.00 2.64 0.00 104 12 -22 -52 -50 0.00 -1584.00 2.64 0.00104 32 42 -55 -56 0.00 -1584.00 2.64 0.00 104 22 -26 -53 -54 0.00 -1584.00 2.64 0.00104 -26 -28 -57 -53 0.00 -1584.00 2.64 0.00 104 2 12 -50 -51 0.00 -1584.00 2.64 0.00104 -28 32 -56 -57 0.00 -1584.00 2.64 0.00 105 21 -25 -63 -64 0.00 1584.00 2.64 0.00105 11 -21 -62 -61 0.00 1584.00 2.64 0.00 105 1 11 -61 -59 0.00 1584.00 2.64 0.00105 -27 31 -66 -67 0.00 1584.00 2.64 0.00 105 -25 -27 -67 -63 0.00 1584.00 2.64 0.00105 31 41 -65 -66 0.00 1584.00 2.64 0.00 105 -21 21 -64 -62 0.00 1584.00 2.64 0.00

Risultati del calcolo Parametri di calcolo La modellazione della struttura e la rielaborazione dei risultati del calcolo sono stati effettuati con: ModeSt ver. 7.14, prodotto da Tecnisoft s.a.s. - Prato La struttura è stata calcolata utilizzando come solutore agli elementi finiti: Xfinest ver. 8.1, prodotto da Ce.A.S. S.r.l. - Milano Tipo di normativa: Tensioni ammissibili Tipo di calcolo: calcolo statico Schematizzazione piani rigidi: nessun impalcato rigido Modalità di recupero masse secondarie: trasferire all'impalcato più vicino con modifica XY baricentro Opzioni di calcolo:

[99]

- Sono state considerate infinitamente rigide le zone di connessione fra travi, pilastri ed elementi bidimensionali con una riduzione del 20% - Calcolo con offset rigidi dai nodi: no - Uniformare i carichi variabili: no - Massimizzare i carichi variabili: no - Minimo carico da considerare: 0.00 <kg/m> - Recupero carichi zone rigide: taglio e momento flettente - Modalità di combinazione momento torcente: disaccoppiare le azioni Opzioni del solutore: - Tipo di elemento bidimensionale: ISOSHELL - Trascura deformabilità a taglio delle aste: No - Analisi dinamica con metodo di Lanczos: No - Check sequenza di Sturm: Sì - Soluzione matrice con metodo ver. 5.1: No - Analisi non lineare con Newton modificato: No - Usa formulazione secante per Buckling: No - Trascura Buckling torsionale: No Condizioni di carico elementari Simbologia


1 peso 1.00 1.00 1.00 0.00 0.00 0.00 1.002 serbatoio pieno 1.00 1.00 1.00 0.00 0.00 0.00 1.003 sisma x 1.00 1.00 1.00 0.00 0.00 0.00 1.004 4 sisma y 1.00 1.00 1.00 0.00 0.00 0.00 1.005 serbatoio riempito parzialmente 1.00 1.00 1.00 0.00 0.00 0.00 1.006 spinta terre + carico cop 1.00 1.00 1.00 0.00 0.00 0.00 1.00

Combinazioni delle cce Simbologia

CC = Numero della combinazione delle condizioni di carico elementari Comm. = Commento An. = Tipo di analisi L = Lineare NL = Non lineare Bk = Buckling S = Si N = No CC Comm. An. Bk 1 2 3 4 5 6 1 Combinazione CCE L N 1.00 1.00 0.00 0.00 0.00 1.002 L N 1.00 1.00 1.00 0.00 0.00 1.003 L N 1.00 1.00 0.00 1.00 0.00 1.004 L N 1.00 0.00 0.00 0.00 1.00 1.00

Elenco masse nodi Simbologia

Nodo = Numero del nodo Mo = Massa orizzontale Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> Nodo Mo

<KG> -74 418.58 -73 289.02 -72 300.79 -71 294.23 -70 270.54 -69 584.77 -68 418.58-67 300.79 -66 289.02 -65 383.12 -64 421.35 -63 270.54 -62 234.41 -61 220.55-60 398.25 -59 335.23 -58 418.58 -57 300.79 -56 289.02 -55 362.79 -54 224.75-53 270.54 -52 234.41 -51 314.90 -50 220.55 -49 1482.09 -48 1410.09 -47 1762.69-46 1959.76 -45 1710.51 -44 1901.75 -43 951.25 -42 1326.70 -40 855.59 -39 1883.12-38 1827.38 -37 1394.44 -36 813.33 -35 741.34 -34 1043.63 -33 938.68 -32 3487.85-31 3137.11 -30 2817.50 -28 967.86 -27 1788.60 -26 870.54 -25 1608.74 -24 1439.35-23 1512.83 -22 754.28 -21 827.77 -18 1388.58 -17 2372.14 -13 3351.45 -7 1354.23-5 1423.37 -2 1085.79 -1 1103.98 4 1050.35 11 778.82 12 709.68 24 1724.1731 1718.66 32 930.01 44 1946.29 141 745.47 144 1414.39 201 579.30 202 526.56

204 1033.05 211 765.23 212 697.49 221 878.11 222 710.78 223 1630.29 224 1499.09231 1002.81 232 914.05 242 678.01

Spostamenti dei nodi alle tensioni ammissibili Simbologia

Nodo = Numero del nodo Sx = Spostamento in dir. X CC = Numero della combinazione delle condizioni di carico elementari Sy = Spostamento in dir. Y Sz = Spostamento in dir. Z Rx = Rotazione intorno all'asse X Ry = Rotazione intorno all'asse Y Rz = Rotazione intorno all'asse Z Nodo Sx

<cm> CC Sy

<cm> CC Sz

<cm> CC Rx

<rad> CC Ry

<rad> CC Rz

<rad> CC

-74 Max 0.14 2 0.01 2 -0.00 4 0.00 4 0.00 1 0.00 3-74 Min. -0.00 1 -0.11 3 -0.01 3 0.00 2 0.00 1 0.00 4-73 Max 0.14 2 0.00 1 -0.00 4 0.00 1 0.00 2 0.00 4-73 Min. 0.00 3 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 1-72 Max 0.15 2 0.00 1 -0.00 4 0.00 1 0.00 2 0.00 3-72 Min. 0.01 3 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 2-71 Max 0.14 2 0.00 1 -0.00 4 0.00 4 0.00 4 0.00 4-71 Min. 0.00 1 -0.11 3 -0.01 2 0.00 2 0.00 1 0.00 2

[100]

-70 Max 0.14 2 0.00 1 -0.00 4 0.00 1 0.00 4 0.00 3-70 Min. 0.00 3 -0.11 3 -0.01 2 0.00 1 0.00 1 0.00 4-69 Max 0.14 2 0.01 1 -0.00 4 0.00 3 0.00 2 0.00 4-69 Min. -0.01 3 -0.11 3 -0.01 2 0.00 4 0.00 4 0.00 2-68 Max 0.14 2 0.01 2 -0.01 4 0.00 4 0.00 1 0.00 3-68 Min. -0.00 3 -0.11 3 -0.01 1 0.00 1 0.00 1 0.00 4-67 Max 0.09 2 0.00 2 -0.01 4 0.00 1 0.00 4 0.00 3-67 Min. -0.05 3 -0.12 3 -0.01 1 0.00 1 0.00 1 0.00 4-66 Max 0.11 2 0.00 2 -0.01 4 0.00 1 0.00 4 0.00 4-66 Min. -0.04 3 -0.12 3 -0.01 1 0.00 1 0.00 1 0.00 2-65 Max 0.14 2 0.00 2 -0.01 4 0.00 4 0.00 4 0.00 4-65 Min. -0.01 3 -0.12 3 -0.01 1 0.00 1 0.00 1 0.00 2-64 Max 0.13 2 0.00 2 -0.00 4 0.00 4 0.00 4 0.00 3-64 Min. -0.00 1 -0.12 3 -0.01 1 0.00 2 0.00 1 0.00 4-63 Max 0.12 2 0.00 2 -0.00 4 0.00 1 0.00 4 0.00 3-63 Min. -0.02 1 -0.12 3 -0.01 1 0.00 1 0.00 1 0.00 4-62 Max 0.13 2 0.00 2 -0.00 4 0.00 1 0.00 4 0.00 4-62 Min. -0.01 1 -0.12 3 -0.01 3 0.00 1 0.00 1 0.00 2-61 Max 0.13 2 0.00 2 -0.00 4 0.00 1 0.00 4 0.00 3-61 Min. -0.01 1 -0.12 3 -0.01 3 0.00 1 0.00 1 0.00 4-60 Max 0.14 2 0.00 4 -0.00 4 0.00 3 0.00 1 0.00 3-60 Min. 0.00 4 -0.15 3 -0.01 3 0.00 4 0.00 1 0.00 4-59 Max 0.14 2 0.00 2 -0.00 4 0.00 3 0.00 4 0.00 4-59 Min. 0.00 1 -0.12 3 -0.01 3 0.00 4 0.00 1 0.00 2-58 Max 0.14 2 0.00 4 -0.00 4 0.00 3 0.00 1 0.00 4-58 Min. 0.00 4 -0.16 3 -0.01 3 0.00 4 0.00 1 0.00 3-57 Max 0.15 2 0.00 4 -0.00 4 0.00 1 0.00 2 0.00 3-57 Min. -0.01 4 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 2-56 Max 0.15 2 0.00 4 -0.00 4 0.00 1 0.00 2 0.00 3-56 Min. -0.01 4 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 4-55 Max 0.14 2 0.00 1 -0.00 4 0.00 4 0.00 2 0.00 3-55 Min. -0.01 3 -0.11 3 -0.01 2 0.00 2 0.00 4 0.00 4-54 Max 0.16 2 0.00 4 -0.00 4 0.00 1 0.00 2 0.00 2-54 Min. -0.00 4 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 4-53 Max 0.15 2 0.00 4 -0.00 4 0.00 1 0.00 2 0.00 3-53 Min. -0.01 4 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 1-52 Max 0.16 2 0.00 4 -0.00 4 0.00 1 0.00 2 0.00 4-52 Min. -0.00 4 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 2-51 Max 0.14 2 0.00 4 -0.00 4 0.00 3 0.00 2 0.00 3-51 Min. 0.00 4 -0.11 3 -0.01 2 0.00 4 0.00 4 0.00 4-50 Max 0.15 2 0.00 4 -0.00 4 0.00 1 0.00 2 0.00 4-50 Min. -0.00 4 -0.11 3 -0.01 2 0.00 1 0.00 4 0.00 2-49 Max 0.14 2 0.00 4 -0.01 4 0.00 3 0.00 3 0.00 1-49 Min. 0.00 4 -0.12 3 -0.07 3 0.00 4 0.00 4 0.00 1-48 Max 0.14 2 0.00 4 -0.01 4 0.00 3 0.00 4 0.00 1-48 Min. 0.00 4 -0.11 3 -0.07 2 0.00 4 0.00 3 0.00 1-47 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 3 0.00 3-47 Min. 0.00 4 -0.11 3 -0.02 2 0.00 1 0.00 4 0.00 2-46 Max 0.14 2 0.00 4 -0.01 4 0.00 3 0.00 3 0.00 3-46 Min. 0.00 4 -0.11 3 -0.02 2 0.00 4 0.00 4 0.00 4-45 Max 0.14 2 0.00 4 -0.01 4 0.00 4 0.00 4 0.00 1-45 Min. 0.00 4 -0.12 3 -0.02 3 0.00 2 0.00 1 0.00 1-44 Max 0.14 2 0.00 4 -0.04 4 0.00 4 0.00 4 0.00 1-44 Min. 0.00 4 -0.12 3 -0.07 2 0.00 1 0.00 1 0.00 1-43 Max 0.15 2 0.00 4 -0.00 4 0.00 3 0.00 4 0.00 3-43 Min. 0.00 4 -0.11 3 -0.01 2 0.00 4 0.00 3 0.00 2-42 Max 0.14 2 0.00 4 -0.01 4 0.00 4 0.00 4 0.00 1-42 Min. 0.00 4 -0.11 3 -0.08 3 0.00 2 0.00 3 0.00 1-40 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 4 0.00 3-40 Min. 0.00 4 -0.11 3 -0.01 1 0.00 2 0.00 2 0.00 2-39 Max 0.14 2 0.00 4 -0.01 4 0.00 2 0.00 1 0.00 3-39 Min. -0.00 3 -0.11 3 -0.02 2 0.00 4 0.00 4 0.00 2-38 Max 0.14 2 0.00 4 -0.03 4 0.00 2 0.00 4 0.00 1-38 Min. -0.00 3 -0.12 3 -0.06 2 0.00 4 0.00 1 0.00 1-37 Max 0.14 2 0.00 4 -0.01 4 0.00 4 0.00 3 0.00 1-37 Min. 0.00 4 -0.12 3 -0.08 3 0.00 1 0.00 4 0.00 1-36 Max 0.14 2 0.00 2 -0.00 4 0.00 3 0.00 2 0.00 3-36 Min. 0.00 4 -0.12 3 -0.01 3 0.00 4 0.00 4 0.00 2-35 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 4 0.00 4-35 Min. 0.00 4 -0.11 3 -0.01 3 0.00 1 0.00 2 0.00 2-34 Max 0.14 2 0.00 2 -0.01 4 0.00 3 0.00 1 0.00 3-34 Min. -0.00 4 -0.12 3 -0.01 1 0.00 4 0.00 4 0.00 2-33 Max 0.14 2 0.00 2 -0.01 4 0.00 4 0.00 2 0.00 3-33 Min. 0.00 4 -0.12 3 -0.01 1 0.00 2 0.00 4 0.00 2-32 Max 0.14 2 0.00 2 -0.01 4 0.00 4 0.00 3 0.00 1-32 Min. -0.00 3 -0.11 3 -0.02 1 0.00 1 0.00 4 0.00 1-31 Max 0.14 2 0.00 2 -0.00 3 0.00 4 0.00 3 0.00 1-31 Min. 0.00 1 -0.11 3 -0.00 4 0.00 3 0.00 4 0.00 1-30 Max 0.14 2 0.00 1 -0.00 4 0.00 4 0.00 4 0.00 3-30 Min. -0.00 3 -0.11 3 -0.00 2 0.00 3 0.00 3 0.00 2-28 Max 0.14 2 0.00 1 -0.00 4 0.00 3 0.00 2 0.00 3-28 Min. -0.00 3 -0.11 3 -0.01 2 0.00 4 0.00 4 0.00 2-27 Max 0.14 2 0.00 2 -0.01 4 0.00 4 0.00 4 0.00 3-27 Min. -0.00 3 -0.12 3 -0.01 1 0.00 1 0.00 1 0.00 2-26 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 2 0.00 3-26 Min. 0.00 4 -0.11 3 -0.00 2 0.00 2 0.00 4 0.00 2-25 Max 0.14 2 0.00 2 -0.00 4 0.00 4 0.00 4 0.00 3-25 Min. -0.00 1 -0.12 3 -0.00 1 0.00 1 0.00 1 0.00 2-24 Max 0.14 2 0.00 4 -0.01 4 0.00 1 0.00 4 0.00 1-24 Min. 0.00 4 -0.11 3 -0.02 1 0.00 4 0.00 2 0.00 1-23 Max 0.14 2 0.00 4 -0.00 4 0.00 2 0.00 2 0.00 1-23 Min. 0.00 1 -0.12 3 -0.01 2 0.00 4 0.00 4 0.00 1-22 Max 0.14 2 0.00 4 -0.00 4 0.00 2 0.00 2 0.00 3-22 Min. 0.00 4 -0.11 3 -0.01 2 0.00 4 0.00 3 0.00 2-21 Max 0.13 2 0.00 2 -0.00 4 0.00 1 0.00 2 0.00 3-21 Min. 0.00 1 -0.12 3 -0.01 3 0.00 4 0.00 4 0.00 2-18 Max 0.14 2 0.00 4 -0.01 4 0.00 3 0.00 4 0.00 3-18 Min. -0.00 3 -0.12 3 -0.01 1 0.00 4 0.00 1 0.00 2-17 Max 0.14 2 0.00 2 -0.01 4 0.00 3 0.00 2 0.00 3-17 Min. -0.01 3 -0.11 3 -0.01 1 0.00 4 0.00 4 0.00 2-13 Max 0.14 2 0.00 2 -0.01 4 0.00 3 0.00 3 0.00 1-13 Min. -0.00 3 -0.11 3 -0.02 1 0.00 2 0.00 4 0.00 1-7 Max 0.14 2 0.00 4 -0.01 4 0.00 4 0.00 4 0.00 1-7 Min. 0.00 4 -0.11 3 -0.02 1 0.00 3 0.00 2 0.00 1-5 Max 0.13 2 0.00 4 -0.01 4 0.00 4 0.00 2 0.00 1-5 Min. 0.00 1 -0.12 3 -0.02 2 0.00 3 0.00 4 0.00 1-2 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 2 0.00 4

[101]

-2 Min. 0.00 4 -0.12 3 -0.01 3 0.00 3 0.00 4 0.00 2-1 Max 0.13 2 0.00 4 -0.00 4 0.00 3 0.00 3 0.00 4-1 Min. 0.00 1 -0.12 3 -0.01 3 0.00 1 0.00 4 0.00 21 Max 0.13 2 0.00 2 0.00 1 0.00 4 0.00 3 0.00 31 Min. -0.00 1 -0.12 3 0.00 1 0.00 1 0.00 4 0.00 22 Max 0.14 2 0.00 4 0.00 1 0.00 4 0.00 4 0.00 32 Min. 0.00 4 -0.11 3 0.00 1 0.00 2 0.00 3 0.00 24 Max 0.14 2 0.00 4 -0.00 4 0.00 3 0.00 4 0.00 34 Min. 0.00 4 -0.11 3 -0.01 3 0.00 2 0.00 3 0.00 411 Max 0.13 2 0.00 2 -0.00 4 0.00 4 0.00 2 0.00 311 Min. 0.00 1 -0.12 3 -0.01 3 0.00 3 0.00 4 0.00 212 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 4 0.00 312 Min. 0.00 4 -0.11 3 -0.01 2 0.00 2 0.00 3 0.00 221 Max 0.14 2 0.00 2 0.00 1 0.00 3 0.00 4 0.00 321 Min. -0.00 1 -0.12 3 0.00 1 0.00 4 0.00 3 0.00 222 Max 0.14 2 0.00 4 0.00 1 0.00 4 0.00 2 0.00 322 Min. 0.00 4 -0.11 3 0.00 1 0.00 2 0.00 4 0.00 223 Max 0.14 2 0.00 2 0.00 1 0.00 3 0.00 2 0.00 323 Min. -0.00 1 -0.11 3 0.00 1 0.00 4 0.00 4 0.00 224 Max 0.14 2 0.00 4 -0.00 4 0.00 3 0.00 4 0.00 324 Min. 0.00 1 -0.11 3 -0.00 3 0.00 4 0.00 2 0.00 231 Max 0.14 2 0.00 2 -0.01 4 0.00 1 0.00 2 0.00 331 Min. -0.00 3 -0.12 3 -0.01 1 0.00 4 0.00 4 0.00 232 Max 0.14 2 0.00 1 -0.00 4 0.00 2 0.00 2 0.00 332 Min. -0.00 3 -0.11 3 -0.01 2 0.00 4 0.00 4 0.00 234 Max 0.14 2 0.00 1 0.00 1 0.00 4 0.00 4 0.00 334 Min. 0.00 1 -0.11 3 0.00 1 0.00 1 0.00 3 0.00 241 Max 0.14 2 0.00 2 0.00 1 0.00 1 0.00 1 0.00 341 Min. -0.01 3 -0.11 3 0.00 1 0.00 4 0.00 4 0.00 242 Max 0.14 2 0.00 1 0.00 1 0.00 2 0.00 4 0.00 342 Min. -0.00 3 -0.11 3 0.00 1 0.00 4 0.00 2 0.00 244 Max 0.14 2 0.00 1 -0.01 4 0.00 4 0.00 4 0.00 344 Min. -0.00 3 -0.11 3 -0.01 2 0.00 2 0.00 1 0.00 254 Max 0.14 2 0.00 1 0.00 1 0.00 3 0.00 4 0.00 354 Min. -0.00 3 -0.11 3 0.00 1 0.00 4 0.00 3 0.00 2141 Max 0.14 2 0.00 2 -0.01 4 0.00 2 0.00 2 0.00 3141 Min. -0.00 3 -0.12 3 -0.01 1 0.00 4 0.00 4 0.00 2144 Max 0.14 2 0.00 4 -0.00 4 0.00 3 0.00 2 0.00 3144 Min. -0.00 3 -0.11 3 -0.01 2 0.00 4 0.00 4 0.00 2201 Max 0.14 2 0.00 2 -0.00 4 0.00 4 0.00 2 0.00 3201 Min. 0.00 4 -0.12 3 -0.01 3 0.00 3 0.00 4 0.00 2202 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 4 0.00 3202 Min. 0.00 4 -0.11 3 -0.01 2 0.00 3 0.00 2 0.00 2204 Max 0.14 2 0.00 4 -0.00 4 0.00 4 0.00 4 0.00 3204 Min. 0.00 4 -0.11 3 -0.01 2 0.00 3 0.00 3 0.00 4211 Max 0.14 2 0.00 2 -0.00 4 0.00 3 0.00 2 0.00 3211 Min. 0.00 4 -0.12 3 -0.01 3 0.00 4 0.00 4 0.00 2212 Max 0.14 2 0.00 4 -0.00 4 0.00 3 0.00 4 0.00 3212 Min. 0.00 4 -0.11 3 -0.01 3 0.00 4 0.00 2 0.00 2221 Max 0.14 2 0.00 2 -0.00 4 0.00 1 0.00 2 0.00 3221 Min. 0.00 4 -0.12 3 -0.01 3 0.00 4 0.00 4 0.00 2222 Max 0.14 2 0.00 4 -0.00 4 0.00 2 0.00 4 0.00 3222 Min. 0.00 4 -0.11 3 -0.01 3 0.00 4 0.00 2 0.00 2223 Max 0.14 2 0.00 4 -0.01 4 0.00 2 0.00 4 0.00 3223 Min. 0.00 4 -0.12 3 -0.01 3 0.00 4 0.00 1 0.00 2224 Max 0.14 2 0.00 4 -0.00 4 0.00 2 0.00 2 0.00 3224 Min. 0.00 4 -0.11 3 -0.02 2 0.00 4 0.00 4 0.00 2231 Max 0.14 2 0.00 2 -0.01 4 0.00 2 0.00 1 0.00 3231 Min. -0.00 3 -0.12 3 -0.01 1 0.00 4 0.00 4 0.00 2232 Max 0.15 2 0.00 4 -0.00 4 0.00 4 0.00 4 0.00 3232 Min. 0.00 3 -0.11 3 -0.01 2 0.00 2 0.00 3 0.00 4242 Max 0.14 2 0.00 1 -0.00 4 0.00 1 0.00 4 0.00 3242 Min. -0.00 3 -0.11 3 -0.01 2 0.00 4 0.00 1 0.00 4

Reazioni vincolari Simbologia

Nodo = Numero del nodo Rx = Reazione vincolare (forza) in dir. X CC = Numero della combinazione delle condizioni di carico elementari Ry = Reazione vincolare (forza) in dir. Y Rz = Reazione vincolare (forza) in dir. Z Mx = Reazione vincolare (momento) intorno all'asse X My = Reazione vincolare (momento) intorno all'asse Y Mz = Reazione vincolare (momento) intorno all'asse Z Nodo Rx

<kg> CC Ry

<kg> CC Rz

<kg> CC Mx

<kgm> CC My

<kgm> CC Mz

<kgm> CC

1 Max 61.64 1 3254.42 3 76052.40 3 0.00 3 0.00 3 0.00 31 Min. -3622.40 2 -5.61 2 27237.00 4 0.00 4 0.00 2 0.00 42 Max -22.19 4 3026.47 3 83048.70 2 0.00 4 0.00 1 0.00 32 Min. -3768.47 2 -6.76 4 25690.90 4 0.00 3 0.00 2 0.00 221 Max 36.17 1 3236.36 3 112315.00 1 0.00 2 0.00 2 0.00 421 Min. -3715.32 2 -27.43 2 59895.70 4 0.00 3 0.00 4 0.00 322 Max 11.11 4 3009.75 3 79094.20 2 0.00 2 0.00 2 0.00 222 Min. -3767.19 2 -3.31 4 24222.90 4 0.00 4 0.00 3 0.00 323 Max 28.84 1 3156.69 3 114447.00 2 0.00 3 0.00 4 0.00 123 Min. -3724.64 2 -4.78 2 47228.00 4 0.00 1 0.00 2 0.00 334 Max 5.23 1 3061.15 3 105048.00 2 0.00 3 0.00 3 0.00 334 Min. -3761.44 2 -3.11 1 55371.10 4 0.00 4 0.00 2 0.00 241 Max 190.09 3 3125.50 3 82766.10 1 0.00 1 0.00 2 0.00 241 Min. -3824.17 2 -132.02 2 58598.10 4 0.00 3 0.00 4 0.00 342 Max 97.07 3 2971.31 3 69368.40 2 0.00 2 0.00 3 0.00 242 Min. -3922.87 2 -27.97 1 30582.90 4 0.00 3 0.00 2 0.00 354 Max 83.87 3 3038.58 3 123535.00 2 0.00 4 0.00 2 0.00 254 Min. -3835.94 2 -23.66 1 71950.30 4 0.00 3 0.00 4 0.00 3

Sollecitazioni elem. bidimensionali Simbologia

Bid. = Numero del muro/elemento bidimensionale Nodo = Numero del nodo �xx = Tensione normale sulle facce perp. all'asse X CC = Numero della combinazione delle condizioni di carico elementari

[102]

�zz = Tensione normale sulle facce perp. all'asse Z �xz = Tensione in dir. Z sulle facce perp. all'asse X Mxx = Momento che provoca variazione di tensione sulle facce perp. all'asse X Mzz = Momento che provoca variazione di tensione sulle facce perp. all'asse Z Mxz = Momento che provoca variazione di tensione tangenziale sulle facce perp. all'asse X �zy = Tensione in dir. Y sulle facce perp. all'asse Z �xy = Tensione in dir. Y sulle facce perp. all'asse X Bid. Nodo �xx

<kg/mq> CC �zz

<kg/mq> CC �xz

<kg/mq> CC Mxx

<kgm/m> CC Mzz

<kgm/m> CC Mxz

<kgm/m> CC �zy

<kg/mq> CC �xy

<kg/mq> CC

101 Max -36 6195.12 3 2821.61 2 92.55 4 633.35 3 183.10 3 -41.88 4 1784.47 4 13304.40 3101 Max 221 6195.12 3 2821.61 2 92.55 4 633.35 3 183.10 3 -41.88 4 1784.47 4 13304.40 3101 Max 223 6195.12 3 2821.61 2 92.55 4 633.35 3 183.10 3 -41.88 4 1784.47 4 13304.40 3101 Max -49 6195.12 3 2821.61 2 92.55 4 633.35 3 183.10 3 -41.88 4 1784.47 4 13304.40 3101 Min. -36 1281.35 4 1303.22 4 -3723.92 3 251.51 4 95.94 4 -609.91 3 -4658.28 2 4064.81 4101 Min. 221 1281.35 4 1303.22 4 -3723.92 3 251.51 4 95.94 4 -609.91 3 -4658.28 2 4064.81 4101 Min. 223 1281.35 4 1303.22 4 -3723.92 3 251.51 4 95.94 4 -609.91 3 -4658.28 2 4064.81 4101 Min. -49 1281.35 4 1303.22 4 -3723.92 3 251.51 4 95.94 4 -609.91 3 -4658.28 2 4064.81 4101 Max -48 12531.70 3 18151.70 2 2496.57 3 376.23 3 141.29 4 639.92 3 3220.52 4 11759.10 2101 Max 224 12531.70 3 18151.70 2 2496.57 3 376.23 3 141.29 4 639.92 3 3220.52 4 11759.10 2101 Max 222 12531.70 3 18151.70 2 2496.57 3 376.23 3 141.29 4 639.92 3 3220.52 4 11759.10 2101 Max -35 12531.70 3 18151.70 2 2496.57 3 376.23 3 141.29 4 639.92 3 3220.52 4 11759.10 2101 Min. -48 88.31 4 -1672.97 4 -1870.44 4 69.43 4 -344.82 2 64.85 4 -7823.05 2 1265.48 4101 Min. 224 88.31 4 -1672.97 4 -1870.44 4 69.43 4 -344.82 2 64.85 4 -7823.05 2 1265.48 4101 Min. 222 88.31 4 -1672.97 4 -1870.44 4 69.43 4 -344.82 2 64.85 4 -7823.05 2 1265.48 4101 Min. -35 88.31 4 -1672.97 4 -1870.44 4 69.43 4 -344.82 2 64.85 4 -7823.05 2 1265.48 4101 Max 224 17513.60 2 10512.60 3 -429.45 4 296.71 2 1837.21 2 301.18 2 -5991.29 4 1019.19 4101 Max 223 17513.60 2 10512.60 3 -429.45 4 296.71 2 1837.21 2 301.18 2 -5991.29 4 1019.19 4101 Max -45 17513.60 2 10512.60 3 -429.45 4 296.71 2 1837.21 2 301.18 2 -5991.29 4 1019.19 4101 Max -47 17513.60 2 10512.60 3 -429.45 4 296.71 2 1837.21 2 301.18 2 -5991.29 4 1019.19 4101 Min. 224 2816.27 4 2977.28 4 -7572.93 2 -70.49 4 367.52 4 192.12 4 -27196.70 2 -2825.35 3101 Min. 223 2816.27 4 2977.28 4 -7572.93 2 -70.49 4 367.52 4 192.12 4 -27196.70 2 -2825.35 3101 Min. -45 2816.27 4 2977.28 4 -7572.93 2 -70.49 4 367.52 4 192.12 4 -27196.70 2 -2825.35 3101 Min. -47 2816.27 4 2977.28 4 -7572.93 2 -70.49 4 367.52 4 192.12 4 -27196.70 2 -2825.35 3101 Max -44 9666.77 4 694.25 4 4849.47 2 -698.67 4 -349.52 4 195.85 2 1764.45 4 27260.60 2101 Max -34 9666.77 4 694.25 4 4849.47 2 -698.67 4 -349.52 4 195.85 2 1764.45 4 27260.60 2101 Max 231 9666.77 4 694.25 4 4849.47 2 -698.67 4 -349.52 4 195.85 2 1764.45 4 27260.60 2101 Max -38 9666.77 4 694.25 4 4849.47 2 -698.67 4 -349.52 4 195.85 2 1764.45 4 27260.60 2101 Min. -44 3869.65 3 -4621.67 2 -495.60 4 -1791.46 1 -802.54 2 119.17 4 1211.91 3 4342.24 4101 Min. -34 3869.65 3 -4621.67 2 -495.60 4 -1791.46 1 -802.54 2 119.17 4 1211.91 3 4342.24 4101 Min. 231 3869.65 3 -4621.67 2 -495.60 4 -1791.46 1 -802.54 2 119.17 4 1211.91 3 4342.24 4101 Min. -38 3869.65 3 -4621.67 2 -495.60 4 -1791.46 1 -802.54 2 119.17 4 1211.91 3 4342.24 4101 Max -2 9007.36 3 -3262.14 4 4662.11 2 102.00 4 -93.16 4 6.55 2 422.85 4 -5108.14 4101 Max -37 9007.36 3 -3262.14 4 4662.11 2 102.00 4 -93.16 4 6.55 2 422.85 4 -5108.14 4101 Max -42 9007.36 3 -3262.14 4 4662.11 2 102.00 4 -93.16 4 6.55 2 422.85 4 -5108.14 4101 Max 204 9007.36 3 -3262.14 4 4662.11 2 102.00 4 -93.16 4 6.55 2 422.85 4 -5108.14 4101 Min. -2 -2032.20 4 -5187.36 1 -1243.84 4 -922.56 3 -961.45 3 -10.46 4 -713.99 1 -25054.90 2101 Min. -37 -2032.20 4 -5187.36 1 -1243.84 4 -922.56 3 -961.45 3 -10.46 4 -713.99 1 -25054.90 2101 Min. -42 -2032.20 4 -5187.36 1 -1243.84 4 -922.56 3 -961.45 3 -10.46 4 -713.99 1 -25054.90 2101 Min. 204 -2032.20 4 -5187.36 1 -1243.84 4 -922.56 3 -961.45 3 -10.46 4 -713.99 1 -25054.90 2101 Max 231 1496.07 4 5600.19 4 -704.40 4 -55.61 2 -330.49 4 -218.84 4 1006.21 4 1980.25 2101 Max 141 1496.07 4 5600.19 4 -704.40 4 -55.61 2 -330.49 4 -218.84 4 1006.21 4 1980.25 2101 Max -18 1496.07 4 5600.19 4 -704.40 4 -55.61 2 -330.49 4 -218.84 4 1006.21 4 1980.25 2101 Max -38 1496.07 4 5600.19 4 -704.40 4 -55.61 2 -330.49 4 -218.84 4 1006.21 4 1980.25 2101 Min. 231 -1779.96 2 991.10 3 -7607.84 2 -66.43 3 -838.58 1 -376.60 2 -6879.84 2 32.59 4101 Min. 141 -1779.96 2 991.10 3 -7607.84 2 -66.43 3 -838.58 1 -376.60 2 -6879.84 2 32.59 4101 Min. -18 -1779.96 2 991.10 3 -7607.84 2 -66.43 3 -838.58 1 -376.60 2 -6879.84 2 32.59 4101 Min. -38 -1779.96 2 991.10 3 -7607.84 2 -66.43 3 -838.58 1 -376.60 2 -6879.84 2 32.59 4101 Max 222 22285.20 2 17769.70 3 1001.56 1 269.57 4 657.31 2 16.56 4 -1742.40 4 19783.50 2101 Max 224 22285.20 2 17769.70 3 1001.56 1 269.57 4 657.31 2 16.56 4 -1742.40 4 19783.50 2101 Max -47 22285.20 2 17769.70 3 1001.56 1 269.57 4 657.31 2 16.56 4 -1742.40 4 19783.50 2101 Max -40 22285.20 2 17769.70 3 1001.56 1 269.57 4 657.31 2 16.56 4 -1742.40 4 19783.50 2101 Min. 222 -1917.47 4 0.21 4 -707.00 2 -362.45 2 94.49 4 -94.02 2 -14915.70 2 -2946.44 4101 Min. 224 -1917.47 4 0.21 4 -707.00 2 -362.45 2 94.49 4 -94.02 2 -14915.70 2 -2946.44 4101 Min. -47 -1917.47 4 0.21 4 -707.00 2 -362.45 2 94.49 4 -94.02 2 -14915.70 2 -2946.44 4101 Min. -40 -1917.47 4 0.21 4 -707.00 2 -362.45 2 94.49 4 -94.02 2 -14915.70 2 -2946.44 4101 Max 211 9030.16 3 64.28 4 2678.42 2 -382.51 4 278.37 3 -30.16 4 -2084.08 4 -1618.94 2101 Max -36 9030.16 3 64.28 4 2678.42 2 -382.51 4 278.37 3 -30.16 4 -2084.08 4 -1618.94 2101 Max -49 9030.16 3 64.28 4 2678.42 2 -382.51 4 278.37 3 -30.16 4 -2084.08 4 -1618.94 2101 Max -37 9030.16 3 64.28 4 2678.42 2 -382.51 4 278.37 3 -30.16 4 -2084.08 4 -1618.94 2101 Min. 211 2571.74 4 -618.12 3 629.67 3 -2006.43 3 73.71 4 -212.08 3 -15387.20 3 -1878.23 3101 Min. -36 2571.74 4 -618.12 3 629.67 3 -2006.43 3 73.71 4 -212.08 3 -15387.20 3 -1878.23 3101 Min. -49 2571.74 4 -618.12 3 629.67 3 -2006.43 3 73.71 4 -212.08 3 -15387.20 3 -1878.23 3101 Min. -37 2571.74 4 -618.12 3 629.67 3 -2006.43 3 73.71 4 -212.08 3 -15387.20 3 -1878.23 3101 Max 201 6291.24 3 -1804.68 4 3834.43 2 48.93 4 181.56 3 806.98 3 -846.23 4 -1387.09 4101 Max 211 6291.24 3 -1804.68 4 3834.43 2 48.93 4 181.56 3 806.98 3 -846.23 4 -1387.09 4101 Max -37 6291.24 3 -1804.68 4 3834.43 2 48.93 4 181.56 3 806.98 3 -846.23 4 -1387.09 4101 Max -2 6291.24 3 -1804.68 4 3834.43 2 48.93 4 181.56 3 806.98 3 -846.23 4 -1387.09 4101 Min. 201 735.67 4 -3450.98 1 679.08 4 -567.73 3 43.35 4 67.62 4 -2172.13 3 -6200.28 1101 Min. 211 735.67 4 -3450.98 1 679.08 4 -567.73 3 43.35 4 67.62 4 -2172.13 3 -6200.28 1101 Min. -37 735.67 4 -3450.98 1 679.08 4 -567.73 3 43.35 4 67.62 4 -2172.13 3 -6200.28 1101 Min. -2 735.67 4 -3450.98 1 679.08 4 -567.73 3 43.35 4 67.62 4 -2172.13 3 -6200.28 1101 Max -45 7786.32 4 2477.39 3 3495.06 3 -506.09 4 -228.10 4 -187.02 4 -1303.21 4 14520.70 3101 Max -33 7786.32 4 2477.39 3 3495.06 3 -506.09 4 -228.10 4 -187.02 4 -1303.21 4 14520.70 3101 Max -34 7786.32 4 2477.39 3 3495.06 3 -506.09 4 -228.10 4 -187.02 4 -1303.21 4 14520.70 3101 Max -44 7786.32 4 2477.39 3 3495.06 3 -506.09 4 -228.10 4 -187.02 4 -1303.21 4 14520.70 3101 Min. -45 6372.56 3 -1938.66 2 1808.29 2 -1298.35 1 -461.92 2 -341.58 2 -1892.96 1 1919.29 4101 Min. -33 6372.56 3 -1938.66 2 1808.29 2 -1298.35 1 -461.92 2 -341.58 2 -1892.96 1 1919.29 4101 Min. -34 6372.56 3 -1938.66 2 1808.29 2 -1298.35 1 -461.92 2 -341.58 2 -1892.96 1 1919.29 4101 Min. -44 6372.56 3 -1938.66 2 1808.29 2 -1298.35 1 -461.92 2 -341.58 2 -1892.96 1 1919.29 4101 Max 223 6745.86 2 7550.19 3 1367.22 4 -70.16 4 1361.37 2 -204.65 4 -1952.79 4 -1087.46 3101 Max 221 6745.86 2 7550.19 3 1367.22 4 -70.16 4 1361.37 2 -204.65 4 -1952.79 4 -1087.46 3101 Max -33 6745.86 2 7550.19 3 1367.22 4 -70.16 4 1361.37 2 -204.65 4 -1952.79 4 -1087.46 3101 Max -45 6745.86 2 7550.19 3 1367.22 4 -70.16 4 1361.37 2 -204.65 4 -1952.79 4 -1087.46 3101 Min. 223 3264.71 4 2683.75 2 -2920.33 2 -250.02 3 322.12 4 -218.83 2 -14245.40 2 -1737.65 1101 Min. 221 3264.71 4 2683.75 2 -2920.33 2 -250.02 3 322.12 4 -218.83 2 -14245.40 2 -1737.65 1101 Min. -33 3264.71 4 2683.75 2 -2920.33 2 -250.02 3 322.12 4 -218.83 2 -14245.40 2 -1737.65 1101 Min. -45 3264.71 4 2683.75 2 -2920.33 2 -250.02 3 322.12 4 -218.83 2 -14245.40 2 -1737.65 1101 Max -43 17607.30 2 11529.40 2 8623.64 2 843.06 4 70.53 2 -26.21 4 -1452.71 4 20431.80 2101 Max -46 17607.30 2 11529.40 2 8623.64 2 843.06 4 70.53 2 -26.21 4 -1452.71 4 20431.80 2101 Max -39 17607.30 2 11529.40 2 8623.64 2 843.06 4 70.53 2 -26.21 4 -1452.71 4 20431.80 2101 Max 232 17607.30 2 11529.40 2 8623.64 2 843.06 4 70.53 2 -26.21 4 -1452.71 4 20431.80 2101 Min. -43 -988.17 4 4018.82 4 4414.82 4 389.57 3 56.09 3 -86.13 2 -4635.95 3 8808.74 4101 Min. -46 -988.17 4 4018.82 4 4414.82 4 389.57 3 56.09 3 -86.13 2 -4635.95 3 8808.74 4101 Min. -39 -988.17 4 4018.82 4 4414.82 4 389.57 3 56.09 3 -86.13 2 -4635.95 3 8808.74 4101 Min. 232 -988.17 4 4018.82 4 4414.82 4 389.57 3 56.09 3 -86.13 2 -4635.95 3 8808.74 4

[103]

101 Max -40 19053.20 2 16051.80 2 4098.30 1 659.76 4 57.84 4 40.44 1 3262.39 3 21009.30 2101 Max -47 19053.20 2 16051.80 2 4098.30 1 659.76 4 57.84 4 40.44 1 3262.39 3 21009.30 2101 Max -46 19053.20 2 16051.80 2 4098.30 1 659.76 4 57.84 4 40.44 1 3262.39 3 21009.30 2101 Max -43 19053.20 2 16051.80 2 4098.30 1 659.76 4 57.84 4 40.44 1 3262.39 3 21009.30 2101 Min. -40 -1674.97 4 3091.23 4 -651.95 4 81.25 3 -70.70 1 35.96 2 981.28 4 5031.97 4101 Min. -47 -1674.97 4 3091.23 4 -651.95 4 81.25 3 -70.70 1 35.96 2 981.28 4 5031.97 4101 Min. -46 -1674.97 4 3091.23 4 -651.95 4 81.25 3 -70.70 1 35.96 2 981.28 4 5031.97 4101 Min. -43 -1674.97 4 3091.23 4 -651.95 4 81.25 3 -70.70 1 35.96 2 981.28 4 5031.97 4101 Max -49 6350.23 3 12171.00 2 1057.28 3 1032.86 3 -107.63 4 0.73 3 2361.49 2 30267.70 3101 Max 223 6350.23 3 12171.00 2 1057.28 3 1032.86 3 -107.63 4 0.73 3 2361.49 2 30267.70 3101 Max 224 6350.23 3 12171.00 2 1057.28 3 1032.86 3 -107.63 4 0.73 3 2361.49 2 30267.70 3101 Max -48 6350.23 3 12171.00 2 1057.28 3 1032.86 3 -107.63 4 0.73 3 2361.49 2 30267.70 3101 Min. -49 93.89 4 997.56 4 -77.30 2 278.63 4 -502.23 3 -22.90 4 -2356.07 4 5136.23 4101 Min. 223 93.89 4 997.56 4 -77.30 2 278.63 4 -502.23 3 -22.90 4 -2356.07 4 5136.23 4101 Min. 224 93.89 4 997.56 4 -77.30 2 278.63 4 -502.23 3 -22.90 4 -2356.07 4 5136.23 4101 Min. -48 93.89 4 997.56 4 -77.30 2 278.63 4 -502.23 3 -22.90 4 -2356.07 4 5136.23 4101 Max -47 15272.40 2 7272.48 3 -813.79 1 74.18 3 -189.30 4 301.58 2 219.79 1 -2574.33 4101 Max -45 15272.40 2 7272.48 3 -813.79 1 74.18 3 -189.30 4 301.58 2 219.79 1 -2574.33 4101 Max -44 15272.40 2 7272.48 3 -813.79 1 74.18 3 -189.30 4 301.58 2 219.79 1 -2574.33 4101 Max -46 15272.40 2 7272.48 3 -813.79 1 74.18 3 -189.30 4 301.58 2 219.79 1 -2574.33 4101 Min. -47 7710.81 4 2375.76 4 -1563.48 4 -270.88 4 -336.34 2 157.09 4 -673.01 4 -17927.90 3101 Min. -45 7710.81 4 2375.76 4 -1563.48 4 -270.88 4 -336.34 2 157.09 4 -673.01 4 -17927.90 3101 Min. -44 7710.81 4 2375.76 4 -1563.48 4 -270.88 4 -336.34 2 157.09 4 -673.01 4 -17927.90 3101 Min. -46 7710.81 4 2375.76 4 -1563.48 4 -270.88 4 -336.34 2 157.09 4 -673.01 4 -17927.90 3101 Max -46 10592.80 4 2625.38 3 5098.16 2 13.18 3 -409.43 4 -90.88 4 -936.06 4 -5121.51 4101 Max -44 10592.80 4 2625.38 3 5098.16 2 13.18 3 -409.43 4 -90.88 4 -936.06 4 -5121.51 4101 Max -38 10592.80 4 2625.38 3 5098.16 2 13.18 3 -409.43 4 -90.88 4 -936.06 4 -5121.51 4101 Max -39 10592.80 4 2625.38 3 5098.16 2 13.18 3 -409.43 4 -90.88 4 -936.06 4 -5121.51 4101 Min. -46 6666.78 3 897.29 4 1180.47 4 -362.10 4 -731.60 2 -131.00 2 -4299.75 1 -31109.50 1101 Min. -44 6666.78 3 897.29 4 1180.47 4 -362.10 4 -731.60 2 -131.00 2 -4299.75 1 -31109.50 1101 Min. -38 6666.78 3 897.29 4 1180.47 4 -362.10 4 -731.60 2 -131.00 2 -4299.75 1 -31109.50 1101 Min. -39 6666.78 3 897.29 4 1180.47 4 -362.10 4 -731.60 2 -131.00 2 -4299.75 1 -31109.50 1101 Max 204 8175.95 3 -1490.11 4 1132.36 2 35.09 4 162.16 3 -67.61 4 4150.12 3 -1329.57 4101 Max -42 8175.95 3 -1490.11 4 1132.36 2 35.09 4 162.16 3 -67.61 4 4150.12 3 -1329.57 4101 Max 212 8175.95 3 -1490.11 4 1132.36 2 35.09 4 162.16 3 -67.61 4 4150.12 3 -1329.57 4101 Max 202 8175.95 3 -1490.11 4 1132.36 2 35.09 4 162.16 3 -67.61 4 4150.12 3 -1329.57 4101 Min. 204 116.22 4 -3622.41 1 -2235.28 4 -488.93 3 64.29 4 -902.01 3 10.15 4 -6078.90 2101 Min. -42 116.22 4 -3622.41 1 -2235.28 4 -488.93 3 64.29 4 -902.01 3 10.15 4 -6078.90 2101 Min. 212 116.22 4 -3622.41 1 -2235.28 4 -488.93 3 64.29 4 -902.01 3 10.15 4 -6078.90 2101 Min. 202 116.22 4 -3622.41 1 -2235.28 4 -488.93 3 64.29 4 -902.01 3 10.15 4 -6078.90 2101 Max -38 870.31 4 6996.37 4 -1888.48 4 139.87 2 65.08 1 311.96 2 9119.41 2 7393.38 2101 Max -18 870.31 4 6996.37 4 -1888.48 4 139.87 2 65.08 1 311.96 2 9119.41 2 7393.38 2101 Max 144 870.31 4 6996.37 4 -1888.48 4 139.87 2 65.08 1 311.96 2 9119.41 2 7393.38 2101 Max -39 870.31 4 6996.37 4 -1888.48 4 139.87 2 65.08 1 311.96 2 9119.41 2 7393.38 2101 Min. -38 -655.62 2 2533.89 3 -7056.26 2 39.21 4 -137.31 4 190.22 4 -197.22 4 3084.27 4101 Min. -18 -655.62 2 2533.89 3 -7056.26 2 39.21 4 -137.31 4 190.22 4 -197.22 4 3084.27 4101 Min. 144 -655.62 2 2533.89 3 -7056.26 2 39.21 4 -137.31 4 190.22 4 -197.22 4 3084.27 4101 Min. -39 -655.62 2 2533.89 3 -7056.26 2 39.21 4 -137.31 4 190.22 4 -197.22 4 3084.27 4101 Max -39 4107.92 2 8236.44 2 -3879.25 4 58.48 4 398.97 4 82.35 2 -3113.93 4 1364.50 3101 Max 144 4107.92 2 8236.44 2 -3879.25 4 58.48 4 398.97 4 82.35 2 -3113.93 4 1364.50 3101 Max 242 4107.92 2 8236.44 2 -3879.25 4 58.48 4 398.97 4 82.35 2 -3113.93 4 1364.50 3101 Max 232 4107.92 2 8236.44 2 -3879.25 4 58.48 4 398.97 4 82.35 2 -3113.93 4 1364.50 3101 Min. -39 1384.47 4 892.02 4 -6031.33 2 13.31 1 186.06 3 26.18 4 -8900.73 2 282.38 4101 Min. 144 1384.47 4 892.02 4 -6031.33 2 13.31 1 186.06 3 26.18 4 -8900.73 2 282.38 4101 Min. 242 1384.47 4 892.02 4 -6031.33 2 13.31 1 186.06 3 26.18 4 -8900.73 2 282.38 4101 Min. 232 1384.47 4 892.02 4 -6031.33 2 13.31 1 186.06 3 26.18 4 -8900.73 2 282.38 4101 Max -37 7438.48 3 4796.78 2 3328.92 2 -678.76 4 -271.99 4 86.16 2 58.72 4 2133.36 3101 Max -49 7438.48 3 4796.78 2 3328.92 2 -678.76 4 -271.99 4 86.16 2 58.72 4 2133.36 3101 Max -48 7438.48 3 4796.78 2 3328.92 2 -678.76 4 -271.99 4 86.16 2 58.72 4 2133.36 3101 Max -42 7438.48 3 4796.78 2 3328.92 2 -678.76 4 -271.99 4 86.16 2 58.72 4 2133.36 3101 Min. -37 -1429.25 4 -295.73 4 -1003.81 4 -4341.20 2 -1948.61 3 21.99 4 -356.19 3 505.27 4101 Min. -49 -1429.25 4 -295.73 4 -1003.81 4 -4341.20 2 -1948.61 3 21.99 4 -356.19 3 505.27 4101 Min. -48 -1429.25 4 -295.73 4 -1003.81 4 -4341.20 2 -1948.61 3 21.99 4 -356.19 3 505.27 4101 Min. -42 -1429.25 4 -295.73 4 -1003.81 4 -4341.20 2 -1948.61 3 21.99 4 -356.19 3 505.27 4101 Max -42 13483.10 3 6232.53 2 3462.53 3 -218.79 4 113.24 4 120.36 3 18622.30 3 56.17 4101 Max -48 13483.10 3 6232.53 2 3462.53 3 -218.79 4 113.24 4 120.36 3 18622.30 3 56.17 4101 Max -35 13483.10 3 6232.53 2 3462.53 3 -218.79 4 113.24 4 120.36 3 18622.30 3 56.17 4101 Max 212 13483.10 3 6232.53 2 3462.53 3 -218.79 4 113.24 4 120.36 3 18622.30 3 56.17 4101 Min. -42 955.29 4 -887.52 4 -2902.25 4 -1997.04 2 -89.90 2 10.48 4 2564.42 4 -2424.39 2101 Min. -48 955.29 4 -887.52 4 -2902.25 4 -1997.04 2 -89.90 2 10.48 4 2564.42 4 -2424.39 2101 Min. -35 955.29 4 -887.52 4 -2902.25 4 -1997.04 2 -89.90 2 10.48 4 2564.42 4 -2424.39 2101 Min. 212 955.29 4 -887.52 4 -2902.25 4 -1997.04 2 -89.90 2 10.48 4 2564.42 4 -2424.39 2102 Max -59 -503.32 3 -6335.11 4 -6017.91 4 332.18 3 -74.32 4 5.78 4 429.75 3 328.78 4102 Max -58 -503.32 3 -6335.11 4 -6017.91 4 332.18 3 -74.32 4 5.78 4 429.75 3 328.78 4102 Max -2 -503.32 3 -6335.11 4 -6017.91 4 332.18 3 -74.32 4 5.78 4 429.75 3 328.78 4102 Max 201 -503.32 3 -6335.11 4 -6017.91 4 332.18 3 -74.32 4 5.78 4 429.75 3 328.78 4102 Min. -59 -4578.12 4 -19481.30 3 -14447.30 1 -37.09 4 -1319.74 3 -469.43 3 -583.66 4 -5565.36 3102 Min. -58 -4578.12 4 -19481.30 3 -14447.30 1 -37.09 4 -1319.74 3 -469.43 3 -583.66 4 -5565.36 3102 Min. -2 -4578.12 4 -19481.30 3 -14447.30 1 -37.09 4 -1319.74 3 -469.43 3 -583.66 4 -5565.36 3102 Min. 201 -4578.12 4 -19481.30 3 -14447.30 1 -37.09 4 -1319.74 3 -469.43 3 -583.66 4 -5565.36 3102 Max -1 15044.20 2 16896.70 3 6502.03 2 75.32 4 746.94 3 2.76 4 1589.66 4 236.27 1102 Max 4 15044.20 2 16896.70 3 6502.03 2 75.32 4 746.94 3 2.76 4 1589.66 4 236.27 1102 Max -60 15044.20 2 16896.70 3 6502.03 2 75.32 4 746.94 3 2.76 4 1589.66 4 236.27 1102 Max -58 15044.20 2 16896.70 3 6502.03 2 75.32 4 746.94 3 2.76 4 1589.66 4 236.27 1102 Min. -1 -1001.00 4 2767.50 4 -83.45 4 -980.60 3 141.60 4 -25.04 2 -10596.30 3 -8.99 4102 Min. 4 -1001.00 4 2767.50 4 -83.45 4 -980.60 3 141.60 4 -25.04 2 -10596.30 3 -8.99 4102 Min. -60 -1001.00 4 2767.50 4 -83.45 4 -980.60 3 141.60 4 -25.04 2 -10596.30 3 -8.99 4102 Min. -58 -1001.00 4 2767.50 4 -83.45 4 -980.60 3 141.60 4 -25.04 2 -10596.30 3 -8.99 4102 Max -58 -8287.20 4 -5724.90 4 6363.92 2 52.97 4 -84.17 4 38.55 2 1684.70 3 238.07 1102 Max -60 -8287.20 4 -5724.90 4 6363.92 2 52.97 4 -84.17 4 38.55 2 1684.70 3 238.07 1102 Max 204 -8287.20 4 -5724.90 4 6363.92 2 52.97 4 -84.17 4 38.55 2 1684.70 3 238.07 1102 Max -2 -8287.20 4 -5724.90 4 6363.92 2 52.97 4 -84.17 4 38.55 2 1684.70 3 238.07 1102 Min. -58 -12887.80 1 -25582.30 2 -410.56 4 -1296.35 3 -2469.52 3 1.58 4 -2167.08 4 -18.01 4102 Min. -60 -12887.80 1 -25582.30 2 -410.56 4 -1296.35 3 -2469.52 3 1.58 4 -2167.08 4 -18.01 4102 Min. 204 -12887.80 1 -25582.30 2 -410.56 4 -1296.35 3 -2469.52 3 1.58 4 -2167.08 4 -18.01 4102 Min. -2 -12887.80 1 -25582.30 2 -410.56 4 -1296.35 3 -2469.52 3 1.58 4 -2167.08 4 -18.01 4102 Max 4 10975.60 3 -17034.20 4 48480.00 2 618.21 2 615.01 3 12.26 4 115.48 4 5971.00 3102 Max 2 10975.60 3 -17034.20 4 48480.00 2 618.21 2 615.01 3 12.26 4 115.48 4 5971.00 3102 Max -51 10975.60 3 -17034.20 4 48480.00 2 618.21 2 615.01 3 12.26 4 115.48 4 5971.00 3102 Max -60 10975.60 3 -17034.20 4 48480.00 2 618.21 2 615.01 3 12.26 4 115.48 4 5971.00 3102 Min. 4 -1998.89 4 -49440.90 2 12293.40 4 -43.72 4 101.57 4 -462.30 3 -4149.20 3 -425.69 4102 Min. 2 -1998.89 4 -49440.90 2 12293.40 4 -43.72 4 101.57 4 -462.30 3 -4149.20 3 -425.69 4102 Min. -51 -1998.89 4 -49440.90 2 12293.40 4 -43.72 4 101.57 4 -462.30 3 -4149.20 3 -425.69 4102 Min. -60 -1998.89 4 -49440.90 2 12293.40 4 -43.72 4 101.57 4 -462.30 3 -4149.20 3 -425.69 4102 Max -60 984.14 2 -6353.76 4 18812.60 2 476.49 2 -71.80 4 507.03 3 -66.87 3 6351.83 3102 Max -51 984.14 2 -6353.76 4 18812.60 2 476.49 2 -71.80 4 507.03 3 -66.87 3 6351.83 3102 Max 202 984.14 2 -6353.76 4 18812.60 2 476.49 2 -71.80 4 507.03 3 -66.87 3 6351.83 3

[104]

102 Max 204 984.14 2 -6353.76 4 18812.60 2 476.49 2 -71.80 4 507.03 3 -66.87 3 6351.83 3102 Min. -60 -4311.12 4 -22615.40 2 4890.66 4 -50.93 4 -1248.87 3 -1.48 4 -1079.13 2 -390.41 4102 Min. -51 -4311.12 4 -22615.40 2 4890.66 4 -50.93 4 -1248.87 3 -1.48 4 -1079.13 2 -390.41 4102 Min. 202 -4311.12 4 -22615.40 2 4890.66 4 -50.93 4 -1248.87 3 -1.48 4 -1079.13 2 -390.41 4102 Min. 204 -4311.12 4 -22615.40 2 4890.66 4 -50.93 4 -1248.87 3 -1.48 4 -1079.13 2 -390.41 4102 Max 1 13327.20 2 -16583.50 4 -13308.70 4 501.04 3 627.94 3 444.61 3 139.66 4 376.33 4102 Max -1 13327.20 2 -16583.50 4 -13308.70 4 501.04 3 627.94 3 444.61 3 139.66 4 376.33 4102 Max -58 13327.20 2 -16583.50 4 -13308.70 4 501.04 3 627.94 3 444.61 3 139.66 4 376.33 4102 Max -59 13327.20 2 -16583.50 4 -13308.70 4 501.04 3 627.94 3 444.61 3 139.66 4 376.33 4102 Min. 1 -1899.23 4 -38083.90 3 -39561.70 3 -31.95 4 105.43 4 -10.68 4 -4914.36 3 -5199.19 3102 Min. -1 -1899.23 4 -38083.90 3 -39561.70 3 -31.95 4 105.43 4 -10.68 4 -4914.36 3 -5199.19 3102 Min. -58 -1899.23 4 -38083.90 3 -39561.70 3 -31.95 4 105.43 4 -10.68 4 -4914.36 3 -5199.19 3102 Min. -59 -1899.23 4 -38083.90 3 -39561.70 3 -31.95 4 105.43 4 -10.68 4 -4914.36 3 -5199.19 3103 Max -17 8649.38 2 8199.04 4 9786.55 2 270.31 1 -22.55 2 8.77 4 -347.38 4 -4076.85 2103 Max 44 8649.38 2 8199.04 4 9786.55 2 270.31 1 -22.55 2 8.77 4 -347.38 4 -4076.85 2103 Max -69 8649.38 2 8199.04 4 9786.55 2 270.31 1 -22.55 2 8.77 4 -347.38 4 -4076.85 2103 Max -68 8649.38 2 8199.04 4 9786.55 2 270.31 1 -22.55 2 8.77 4 -347.38 4 -4076.85 2103 Min. -17 6158.46 4 5210.25 2 4993.77 4 34.62 4 -34.68 4 2.52 2 -1975.91 2 -4419.15 4103 Min. 44 6158.46 4 5210.25 2 4993.77 4 34.62 4 -34.68 4 2.52 2 -1975.91 2 -4419.15 4103 Min. -69 6158.46 4 5210.25 2 4993.77 4 34.62 4 -34.68 4 2.52 2 -1975.91 2 -4419.15 4103 Min. -68 6158.46 4 5210.25 2 4993.77 4 34.62 4 -34.68 4 2.52 2 -1975.91 2 -4419.15 4103 Max -65 3286.25 4 -8835.24 4 1026.03 2 74.81 4 507.85 2 90.09 3 31.15 2 6670.32 3103 Max -68 3286.25 4 -8835.24 4 1026.03 2 74.81 4 507.85 2 90.09 3 31.15 2 6670.32 3103 Max -18 3286.25 4 -8835.24 4 1026.03 2 74.81 4 507.85 2 90.09 3 31.15 2 6670.32 3103 Max 141 3286.25 4 -8835.24 4 1026.03 2 74.81 4 507.85 2 90.09 3 31.15 2 6670.32 3103 Min. -65 2796.43 1 -20940.60 1 -2282.30 3 -143.78 1 335.46 4 61.43 4 -816.16 4 5096.50 4103 Min. -68 2796.43 1 -20940.60 1 -2282.30 3 -143.78 1 335.46 4 61.43 4 -816.16 4 5096.50 4103 Min. -18 2796.43 1 -20940.60 1 -2282.30 3 -143.78 1 335.46 4 61.43 4 -816.16 4 5096.50 4103 Min. 141 2796.43 1 -20940.60 1 -2282.30 3 -143.78 1 335.46 4 61.43 4 -816.16 4 5096.50 4103 Max 44 4317.77 3 -18678.60 4 36566.30 2 12.15 4 74.02 3 94.14 2 -1068.62 4 1121.25 4103 Max 42 4317.77 3 -18678.60 4 36566.30 2 12.15 4 74.02 3 94.14 2 -1068.62 4 1121.25 4103 Max -55 4317.77 3 -18678.60 4 36566.30 2 12.15 4 74.02 3 94.14 2 -1068.62 4 1121.25 4103 Max -69 4317.77 3 -18678.60 4 36566.30 2 12.15 4 74.02 3 94.14 2 -1068.62 4 1121.25 4103 Min. 44 -3413.09 4 -43666.80 2 15805.80 4 -238.88 3 67.93 2 50.70 4 -1849.09 3 -1202.30 2103 Min. 42 -3413.09 4 -43666.80 2 15805.80 4 -238.88 3 67.93 2 50.70 4 -1849.09 3 -1202.30 2103 Min. -55 -3413.09 4 -43666.80 2 15805.80 4 -238.88 3 67.93 2 50.70 4 -1849.09 3 -1202.30 2103 Min. -69 -3413.09 4 -43666.80 2 15805.80 4 -238.88 3 67.93 2 50.70 4 -1849.09 3 -1202.30 2103 Max -68 -863.83 4 -5763.99 4 10394.00 2 316.14 1 379.26 3 -21.42 1 2938.75 2 -4400.65 1103 Max -69 -863.83 4 -5763.99 4 10394.00 2 316.14 1 379.26 3 -21.42 1 2938.75 2 -4400.65 1103 Max 144 -863.83 4 -5763.99 4 10394.00 2 316.14 1 379.26 3 -21.42 1 2938.75 2 -4400.65 1103 Max -18 -863.83 4 -5763.99 4 10394.00 2 316.14 1 379.26 3 -21.42 1 2938.75 2 -4400.65 1103 Min. -68 -5334.45 2 -19159.80 2 3144.42 4 67.82 4 205.59 4 -24.37 3 947.10 4 -4516.73 2103 Min. -69 -5334.45 2 -19159.80 2 3144.42 4 67.82 4 205.59 4 -24.37 3 947.10 4 -4516.73 2103 Min. 144 -5334.45 2 -19159.80 2 3144.42 4 67.82 4 205.59 4 -24.37 3 947.10 4 -4516.73 2103 Min. -18 -5334.45 2 -19159.80 2 3144.42 4 67.82 4 205.59 4 -24.37 3 947.10 4 -4516.73 2103 Max 41 9472.14 2 -27858.00 4 -17590.60 4 22.81 4 -254.84 4 -71.32 4 2413.69 1 6395.70 3103 Max -17 9472.14 2 -27858.00 4 -17590.60 4 22.81 4 -254.84 4 -71.32 4 2413.69 1 6395.70 3103 Max -68 9472.14 2 -27858.00 4 -17590.60 4 22.81 4 -254.84 4 -71.32 4 2413.69 1 6395.70 3103 Max -65 9472.14 2 -27858.00 4 -17590.60 4 22.81 4 -254.84 4 -71.32 4 2413.69 1 6395.70 3103 Min. 41 6070.37 4 -45670.00 1 -26251.40 1 -237.80 1 -409.88 1 -104.57 3 2312.25 2 4987.62 4103 Min. -17 6070.37 4 -45670.00 1 -26251.40 1 -237.80 1 -409.88 1 -104.57 3 2312.25 2 4987.62 4103 Min. -68 6070.37 4 -45670.00 1 -26251.40 1 -237.80 1 -409.88 1 -104.57 3 2312.25 2 4987.62 4103 Min. -65 6070.37 4 -45670.00 1 -26251.40 1 -237.80 1 -409.88 1 -104.57 3 2312.25 2 4987.62 4103 Max -69 -371.75 2 -5940.17 4 14045.10 2 -4.32 4 -22.76 1 -53.32 4 1560.40 3 701.66 4103 Max -55 -371.75 2 -5940.17 4 14045.10 2 -4.32 4 -22.76 1 -53.32 4 1560.40 3 701.66 4103 Max 242 -371.75 2 -5940.17 4 14045.10 2 -4.32 4 -22.76 1 -53.32 4 1560.40 3 701.66 4103 Max 144 -371.75 2 -5940.17 4 14045.10 2 -4.32 4 -22.76 1 -53.32 4 1560.40 3 701.66 4103 Min. -69 -3935.89 4 -17755.70 2 5207.93 4 -261.77 3 -34.39 4 -107.56 2 771.82 4 -1871.48 2103 Min. -55 -3935.89 4 -17755.70 2 5207.93 4 -261.77 3 -34.39 4 -107.56 2 771.82 4 -1871.48 2103 Min. 242 -3935.89 4 -17755.70 2 5207.93 4 -261.77 3 -34.39 4 -107.56 2 771.82 4 -1871.48 2103 Min. 144 -3935.89 4 -17755.70 2 5207.93 4 -261.77 3 -34.39 4 -107.56 2 771.82 4 -1871.48 2104 Max -22 2647.01 3 -17802.00 4 28306.50 2 -11.48 4 485.73 2 -17.43 4 1603.18 4 2368.89 2104 Max 22 2647.01 3 -17802.00 4 28306.50 2 -11.48 4 485.73 2 -17.43 4 1603.18 4 2368.89 2104 Max -54 2647.01 3 -17802.00 4 28306.50 2 -11.48 4 485.73 2 -17.43 4 1603.18 4 2368.89 2104 Max -52 2647.01 3 -17802.00 4 28306.50 2 -11.48 4 485.73 2 -17.43 4 1603.18 4 2368.89 2104 Min. -22 -4307.45 4 -39892.90 3 11738.00 4 -226.42 2 99.88 4 -83.57 2 -14415.70 2 -273.37 4104 Min. 22 -4307.45 4 -39892.90 3 11738.00 4 -226.42 2 99.88 4 -83.57 2 -14415.70 2 -273.37 4104 Min. -54 -4307.45 4 -39892.90 3 11738.00 4 -226.42 2 99.88 4 -83.57 2 -14415.70 2 -273.37 4104 Min. -52 -4307.45 4 -39892.90 3 11738.00 4 -226.42 2 99.88 4 -83.57 2 -14415.70 2 -273.37 4104 Max 12 3813.26 3 -3902.94 4 4520.99 2 83.44 4 572.59 2 275.12 2 1023.95 4 -98.02 1104 Max -22 3813.26 3 -3902.94 4 4520.99 2 83.44 4 572.59 2 275.12 2 1023.95 4 -98.02 1104 Max -52 3813.26 3 -3902.94 4 4520.99 2 83.44 4 572.59 2 275.12 2 1023.95 4 -98.02 1104 Max -50 3813.26 3 -3902.94 4 4520.99 2 83.44 4 572.59 2 275.12 2 1023.95 4 -98.02 1104 Min. 12 -4194.45 4 -6891.23 3 1197.15 3 -721.44 2 138.06 4 -15.16 4 -4451.73 2 -248.71 4104 Min. -22 -4194.45 4 -6891.23 3 1197.15 3 -721.44 2 138.06 4 -15.16 4 -4451.73 2 -248.71 4104 Min. -52 -4194.45 4 -6891.23 3 1197.15 3 -721.44 2 138.06 4 -15.16 4 -4451.73 2 -248.71 4104 Min. -50 -4194.45 4 -6891.23 3 1197.15 3 -721.44 2 138.06 4 -15.16 4 -4451.73 2 -248.71 4104 Max 32 4418.69 3 -22154.70 4 17532.70 1 40.55 2 -155.30 4 60.26 4 866.98 4 1747.26 2104 Max 42 4418.69 3 -22154.70 4 17532.70 1 40.55 2 -155.30 4 60.26 4 866.98 4 1747.26 2104 Max -55 4418.69 3 -22154.70 4 17532.70 1 40.55 2 -155.30 4 60.26 4 866.98 4 1747.26 2104 Max -56 4418.69 3 -22154.70 4 17532.70 1 40.55 2 -155.30 4 60.26 4 866.98 4 1747.26 2104 Min. 32 -4380.47 4 -40438.70 2 6765.64 4 -72.93 4 -208.70 3 -128.58 1 -3221.51 2 -881.07 4104 Min. 42 -4380.47 4 -40438.70 2 6765.64 4 -72.93 4 -208.70 3 -128.58 1 -3221.51 2 -881.07 4104 Min. -55 -4380.47 4 -40438.70 2 6765.64 4 -72.93 4 -208.70 3 -128.58 1 -3221.51 2 -881.07 4104 Min. -56 -4380.47 4 -40438.70 2 6765.64 4 -72.93 4 -208.70 3 -128.58 1 -3221.51 2 -881.07 4104 Max 22 -560.52 1 -22246.50 4 -8163.83 4 260.66 2 179.56 2 -44.30 4 3258.00 4 -12.26 4104 Max -26 -560.52 1 -22246.50 4 -8163.83 4 260.66 2 179.56 2 -44.30 4 3258.00 4 -12.26 4104 Max -53 -560.52 1 -22246.50 4 -8163.83 4 260.66 2 179.56 2 -44.30 4 3258.00 4 -12.26 4104 Max -54 -560.52 1 -22246.50 4 -8163.83 4 260.66 2 179.56 2 -44.30 4 3258.00 4 -12.26 4104 Min. 22 -4581.65 4 -48375.60 2 -32661.50 3 -80.71 4 -39.03 4 -119.71 2 -14122.40 2 -279.18 2104 Min. -26 -4581.65 4 -48375.60 2 -32661.50 3 -80.71 4 -39.03 4 -119.71 2 -14122.40 2 -279.18 2104 Min. -53 -4581.65 4 -48375.60 2 -32661.50 3 -80.71 4 -39.03 4 -119.71 2 -14122.40 2 -279.18 2104 Min. -54 -4581.65 4 -48375.60 2 -32661.50 3 -80.71 4 -39.03 4 -119.71 2 -14122.40 2 -279.18 2104 Max -50 4370.96 3 -8968.37 4 5786.19 2 49.84 4 -33.45 4 21.48 4 -1491.73 4 144.96 2104 Max -52 4370.96 3 -8968.37 4 5786.19 2 49.84 4 -33.45 4 21.48 4 -1491.73 4 144.96 2104 Max -35 4370.96 3 -8968.37 4 5786.19 2 49.84 4 -33.45 4 21.48 4 -1491.73 4 144.96 2104 Max 212 4370.96 3 -8968.37 4 5786.19 2 49.84 4 -33.45 4 21.48 4 -1491.73 4 144.96 2104 Min. -50 -3596.07 4 -32369.60 3 1135.13 4 -939.24 2 -1476.85 2 -233.55 2 -3461.85 3 -123.11 4104 Min. -52 -3596.07 4 -32369.60 3 1135.13 4 -939.24 2 -1476.85 2 -233.55 2 -3461.85 3 -123.11 4104 Min. -35 -3596.07 4 -32369.60 3 1135.13 4 -939.24 2 -1476.85 2 -233.55 2 -3461.85 3 -123.11 4104 Min. 212 -3596.07 4 -32369.60 3 1135.13 4 -939.24 2 -1476.85 2 -233.55 2 -3461.85 3 -123.11 4104 Max -54 16185.40 3 -7022.11 4 8052.12 1 123.55 2 198.18 4 134.12 2 12102.30 2 488.98 2104 Max -53 16185.40 3 -7022.11 4 8052.12 1 123.55 2 198.18 4 134.12 2 12102.30 2 488.98 2104 Max -40 16185.40 3 -7022.11 4 8052.12 1 123.55 2 198.18 4 134.12 2 12102.30 2 488.98 2104 Max 222 16185.40 3 -7022.11 4 8052.12 1 123.55 2 198.18 4 134.12 2 12102.30 2 488.98 2104 Min. -54 272.61 4 -10967.20 3 4128.13 4 -66.22 4 -654.59 2 54.00 4 -2727.50 4 -26.23 4104 Min. -53 272.61 4 -10967.20 3 4128.13 4 -66.22 4 -654.59 2 54.00 4 -2727.50 4 -26.23 4

[105]

104 Min. -40 272.61 4 -10967.20 3 4128.13 4 -66.22 4 -654.59 2 54.00 4 -2727.50 4 -26.23 4104 Min. 222 272.61 4 -10967.20 3 4128.13 4 -66.22 4 -654.59 2 54.00 4 -2727.50 4 -26.23 4104 Max -51 9250.54 3 -7919.03 4 6945.33 2 641.52 3 -47.69 4 27.26 4 -22.10 4 506.51 4104 Max -50 9250.54 3 -7919.03 4 6945.33 2 641.52 3 -47.69 4 27.26 4 -22.10 4 506.51 4104 Max 212 9250.54 3 -7919.03 4 6945.33 2 641.52 3 -47.69 4 27.26 4 -22.10 4 506.51 4104 Max 202 9250.54 3 -7919.03 4 6945.33 2 641.52 3 -47.69 4 27.26 4 -22.10 4 506.51 4104 Min. -51 -2026.93 4 -26661.20 3 2054.64 4 -42.79 4 -692.98 2 -220.79 2 -3023.40 3 -7384.34 2104 Min. -50 -2026.93 4 -26661.20 3 2054.64 4 -42.79 4 -692.98 2 -220.79 2 -3023.40 3 -7384.34 2104 Min. 212 -2026.93 4 -26661.20 3 2054.64 4 -42.79 4 -692.98 2 -220.79 2 -3023.40 3 -7384.34 2104 Min. 202 -2026.93 4 -26661.20 3 2054.64 4 -42.79 4 -692.98 2 -220.79 2 -3023.40 3 -7384.34 2104 Max -26 1005.25 3 -5155.15 2 -1978.21 4 68.10 2 -202.93 4 -37.44 1 2399.11 4 424.41 4104 Max -28 1005.25 3 -5155.15 2 -1978.21 4 68.10 2 -202.93 4 -37.44 1 2399.11 4 424.41 4104 Max -57 1005.25 3 -5155.15 2 -1978.21 4 68.10 2 -202.93 4 -37.44 1 2399.11 4 424.41 4104 Max -53 1005.25 3 -5155.15 2 -1978.21 4 68.10 2 -202.93 4 -37.44 1 2399.11 4 424.41 4104 Min. -26 -4706.25 4 -8380.62 4 -13980.70 3 35.48 4 -249.38 1 -55.21 2 -10933.20 2 -532.64 1104 Min. -28 -4706.25 4 -8380.62 4 -13980.70 3 35.48 4 -249.38 1 -55.21 2 -10933.20 2 -532.64 1104 Min. -57 -4706.25 4 -8380.62 4 -13980.70 3 35.48 4 -249.38 1 -55.21 2 -10933.20 2 -532.64 1104 Min. -53 -4706.25 4 -8380.62 4 -13980.70 3 35.48 4 -249.38 1 -55.21 2 -10933.20 2 -532.64 1104 Max 2 5730.83 3 -19670.00 4 -6441.63 4 760.66 3 545.72 2 263.60 2 677.11 3 674.76 4104 Max 12 5730.83 3 -19670.00 4 -6441.63 4 760.66 3 545.72 2 263.60 2 677.11 3 674.76 4104 Max -50 5730.83 3 -19670.00 4 -6441.63 4 760.66 3 545.72 2 263.60 2 677.11 3 674.76 4104 Max -51 5730.83 3 -19670.00 4 -6441.63 4 760.66 3 545.72 2 263.60 2 677.11 3 674.76 4104 Min. 2 -3479.32 4 -58224.30 3 -26018.80 3 -22.24 4 101.55 4 -13.41 4 -426.41 2 -6728.32 2104 Min. 12 -3479.32 4 -58224.30 3 -26018.80 3 -22.24 4 101.55 4 -13.41 4 -426.41 2 -6728.32 2104 Min. -50 -3479.32 4 -58224.30 3 -26018.80 3 -22.24 4 101.55 4 -13.41 4 -426.41 2 -6728.32 2104 Min. -51 -3479.32 4 -58224.30 3 -26018.80 3 -22.24 4 101.55 4 -13.41 4 -426.41 2 -6728.32 2104 Max -52 11577.20 2 -7814.22 4 2098.07 1 -15.93 4 22.81 4 118.05 2 9350.82 2 2107.00 2104 Max -54 11577.20 2 -7814.22 4 2098.07 1 -15.93 4 22.81 4 118.05 2 9350.82 2 2107.00 2104 Max 222 11577.20 2 -7814.22 4 2098.07 1 -15.93 4 22.81 4 118.05 2 9350.82 2 2107.00 2104 Max -35 11577.20 2 -7814.22 4 2098.07 1 -15.93 4 22.81 4 118.05 2 9350.82 2 2107.00 2104 Min. -52 -1142.96 4 -19815.80 3 -17.56 3 -427.40 2 -1281.44 2 21.42 4 -2009.89 4 -235.21 4104 Min. -54 -1142.96 4 -19815.80 3 -17.56 3 -427.40 2 -1281.44 2 21.42 4 -2009.89 4 -235.21 4104 Min. 222 -1142.96 4 -19815.80 3 -17.56 3 -427.40 2 -1281.44 2 21.42 4 -2009.89 4 -235.21 4104 Min. -35 -1142.96 4 -19815.80 3 -17.56 3 -427.40 2 -1281.44 2 21.42 4 -2009.89 4 -235.21 4104 Max -57 2091.06 2 -1320.94 4 2329.62 4 217.56 4 679.03 4 16.73 1 9782.12 2 -415.43 4104 Max -56 2091.06 2 -1320.94 4 2329.62 4 217.56 4 679.03 4 16.73 1 9782.12 2 -415.43 4104 Max 232 2091.06 2 -1320.94 4 2329.62 4 217.56 4 679.03 4 16.73 1 9782.12 2 -415.43 4104 Max -43 2091.06 2 -1320.94 4 2329.62 4 217.56 4 679.03 4 16.73 1 9782.12 2 -415.43 4104 Min. -57 -1917.68 4 -5870.56 1 -652.53 3 -281.51 2 179.44 3 -72.10 4 497.98 4 -1683.23 2104 Min. -56 -1917.68 4 -5870.56 1 -652.53 3 -281.51 2 179.44 3 -72.10 4 497.98 4 -1683.23 2104 Min. 232 -1917.68 4 -5870.56 1 -652.53 3 -281.51 2 179.44 3 -72.10 4 497.98 4 -1683.23 2104 Min. -43 -1917.68 4 -5870.56 1 -652.53 3 -281.51 2 179.44 3 -72.10 4 497.98 4 -1683.23 2104 Max -53 7553.61 3 -3414.89 4 2343.71 4 108.28 4 519.53 4 54.91 4 11353.60 2 575.05 4104 Max -57 7553.61 3 -3414.89 4 2343.71 4 108.28 4 519.53 4 54.91 4 11353.60 2 575.05 4104 Max -43 7553.61 3 -3414.89 4 2343.71 4 108.28 4 519.53 4 54.91 4 11353.60 2 575.05 4104 Max -40 7553.61 3 -3414.89 4 2343.71 4 108.28 4 519.53 4 54.91 4 11353.60 2 575.05 4104 Min. -53 -1205.13 4 -6216.72 1 -4514.30 3 58.17 3 -125.99 2 32.40 1 -456.35 4 -363.07 2104 Min. -57 -1205.13 4 -6216.72 1 -4514.30 3 58.17 3 -125.99 2 32.40 1 -456.35 4 -363.07 2104 Min. -43 -1205.13 4 -6216.72 1 -4514.30 3 58.17 3 -125.99 2 32.40 1 -456.35 4 -363.07 2104 Min. -40 -1205.13 4 -6216.72 1 -4514.30 3 58.17 3 -125.99 2 32.40 1 -456.35 4 -363.07 2104 Max -28 1855.61 3 9135.32 2 363.95 1 157.23 4 -304.37 4 62.71 4 2262.30 4 -2.97 4104 Max 32 1855.61 3 9135.32 2 363.95 1 157.23 4 -304.37 4 62.71 4 2262.30 4 -2.97 4104 Max -56 1855.61 3 9135.32 2 363.95 1 157.23 4 -304.37 4 62.71 4 2262.30 4 -2.97 4104 Max -57 1855.61 3 9135.32 2 363.95 1 157.23 4 -304.37 4 62.71 4 2262.30 4 -2.97 4104 Min. -28 -5262.19 4 -2894.17 4 -1900.52 3 -276.82 2 -522.45 1 -42.32 2 -7770.03 2 -1250.69 2104 Min. 32 -5262.19 4 -2894.17 4 -1900.52 3 -276.82 2 -522.45 1 -42.32 2 -7770.03 2 -1250.69 2104 Min. -56 -5262.19 4 -2894.17 4 -1900.52 3 -276.82 2 -522.45 1 -42.32 2 -7770.03 2 -1250.69 2104 Min. -57 -5262.19 4 -2894.17 4 -1900.52 3 -276.82 2 -522.45 1 -42.32 2 -7770.03 2 -1250.69 2104 Max -56 4354.19 2 -5864.72 4 85.33 4 95.48 2 312.37 4 85.87 1 3957.79 2 2367.30 2104 Max -55 4354.19 2 -5864.72 4 85.33 4 95.48 2 312.37 4 85.87 1 3957.79 2 2367.30 2104 Max 242 4354.19 2 -5864.72 4 85.33 4 95.48 2 312.37 4 85.87 1 3957.79 2 2367.30 2104 Max 232 4354.19 2 -5864.72 4 85.33 4 95.48 2 312.37 4 85.87 1 3957.79 2 2367.30 2104 Min. -56 -1448.82 4 -14031.90 2 -1999.19 2 -14.52 4 100.87 2 -84.11 4 222.68 4 -554.76 4104 Min. -55 -1448.82 4 -14031.90 2 -1999.19 2 -14.52 4 100.87 2 -84.11 4 222.68 4 -554.76 4104 Min. 242 -1448.82 4 -14031.90 2 -1999.19 2 -14.52 4 100.87 2 -84.11 4 222.68 4 -554.76 4104 Min. 232 -1448.82 4 -14031.90 2 -1999.19 2 -14.52 4 100.87 2 -84.11 4 222.68 4 -554.76 4105 Max -64 13053.50 3 -7501.97 4 -8932.21 4 -737.60 4 401.35 1 357.04 1 1480.68 3 7366.19 3105 Max -63 13053.50 3 -7501.97 4 -8932.21 4 -737.60 4 401.35 1 357.04 1 1480.68 3 7366.19 3105 Max -33 13053.50 3 -7501.97 4 -8932.21 4 -737.60 4 401.35 1 357.04 1 1480.68 3 7366.19 3105 Max 221 13053.50 3 -7501.97 4 -8932.21 4 -737.60 4 401.35 1 357.04 1 1480.68 3 7366.19 3105 Min. -64 9434.88 2 -22564.20 3 -17396.50 3 -1039.42 3 134.04 4 171.29 4 -187.30 4 5881.59 4105 Min. -63 9434.88 2 -22564.20 3 -17396.50 3 -1039.42 3 134.04 4 171.29 4 -187.30 4 5881.59 4105 Min. -33 9434.88 2 -22564.20 3 -17396.50 3 -1039.42 3 134.04 4 171.29 4 -187.30 4 5881.59 4105 Min. 221 9434.88 2 -22564.20 3 -17396.50 3 -1039.42 3 134.04 4 171.29 4 -187.30 4 5881.59 4105 Max 21 6756.80 4 -27550.00 4 -32579.80 4 -771.13 4 -158.70 2 -155.16 4 591.21 4 6928.20 3105 Max -25 6756.80 4 -27550.00 4 -32579.80 4 -771.13 4 -158.70 2 -155.16 4 591.21 4 6928.20 3105 Max -63 6756.80 4 -27550.00 4 -32579.80 4 -771.13 4 -158.70 2 -155.16 4 591.21 4 6928.20 3105 Max -64 6756.80 4 -27550.00 4 -32579.80 4 -771.13 4 -158.70 2 -155.16 4 591.21 4 6928.20 3105 Min. 21 4250.64 1 -60126.30 3 -47042.50 3 -1105.57 3 -187.96 3 -338.14 1 -1024.67 3 5919.16 4105 Min. -25 4250.64 1 -60126.30 3 -47042.50 3 -1105.57 3 -187.96 3 -338.14 1 -1024.67 3 5919.16 4105 Min. -63 4250.64 1 -60126.30 3 -47042.50 3 -1105.57 3 -187.96 3 -338.14 1 -1024.67 3 5919.16 4105 Min. -64 4250.64 1 -60126.30 3 -47042.50 3 -1105.57 3 -187.96 3 -338.14 1 -1024.67 3 5919.16 4105 Max -61 2843.11 3 -9639.30 4 5312.07 2 1076.91 3 886.00 3 62.64 3 3808.49 3 603.39 3105 Max -62 2843.11 3 -9639.30 4 5312.07 2 1076.91 3 886.00 3 62.64 3 3808.49 3 603.39 3105 Max -36 2843.11 3 -9639.30 4 5312.07 2 1076.91 3 886.00 3 62.64 3 3808.49 3 603.39 3105 Max 211 2843.11 3 -9639.30 4 5312.07 2 1076.91 3 886.00 3 62.64 3 3808.49 3 603.39 3105 Min. -61 -2373.83 4 -34053.20 3 2451.96 4 -106.49 4 3.85 4 8.59 4 1070.92 4 -111.57 4105 Min. -62 -2373.83 4 -34053.20 3 2451.96 4 -106.49 4 3.85 4 8.59 4 1070.92 4 -111.57 4105 Min. -36 -2373.83 4 -34053.20 3 2451.96 4 -106.49 4 3.85 4 8.59 4 1070.92 4 -111.57 4105 Min. 211 -2373.83 4 -34053.20 3 2451.96 4 -106.49 4 3.85 4 8.59 4 1070.92 4 -111.57 4105 Max -59 7518.38 3 -8890.96 4 5962.24 1 20.07 4 486.57 1 125.93 3 1745.64 3 7242.03 3105 Max -61 7518.38 3 -8890.96 4 5962.24 1 20.07 4 486.57 1 125.93 3 1745.64 3 7242.03 3105 Max 211 7518.38 3 -8890.96 4 5962.24 1 20.07 4 486.57 1 125.93 3 1745.64 3 7242.03 3105 Max 201 7518.38 3 -8890.96 4 5962.24 1 20.07 4 486.57 1 125.93 3 1745.64 3 7242.03 3105 Min. -59 -1676.03 4 -26258.00 3 3066.77 4 -489.92 3 56.64 4 -9.46 4 506.30 4 -527.02 4105 Min. -61 -1676.03 4 -26258.00 3 3066.77 4 -489.92 3 56.64 4 -9.46 4 506.30 4 -527.02 4105 Min. 211 -1676.03 4 -26258.00 3 3066.77 4 -489.92 3 56.64 4 -9.46 4 506.30 4 -527.02 4105 Min. 201 -1676.03 4 -26258.00 3 3066.77 4 -489.92 3 56.64 4 -9.46 4 506.30 4 -527.02 4105 Max 11 4232.99 2 -7634.17 4 8465.69 1 936.00 3 -59.30 4 -15.87 4 323.38 1 1105.95 3105 Max -21 4232.99 2 -7634.17 4 8465.69 1 936.00 3 -59.30 4 -15.87 4 323.38 1 1105.95 3105 Max -62 4232.99 2 -7634.17 4 8465.69 1 936.00 3 -59.30 4 -15.87 4 323.38 1 1105.95 3105 Max -61 4232.99 2 -7634.17 4 8465.69 1 936.00 3 -59.30 4 -15.87 4 323.38 1 1105.95 3105 Min. 11 -5741.55 4 -14057.20 3 5111.34 4 -131.47 4 -325.29 1 -73.36 3 -774.80 4 41.81 4105 Min. -21 -5741.55 4 -14057.20 3 5111.34 4 -131.47 4 -325.29 1 -73.36 3 -774.80 4 41.81 4105 Min. -62 -5741.55 4 -14057.20 3 5111.34 4 -131.47 4 -325.29 1 -73.36 3 -774.80 4 41.81 4105 Min. -61 -5741.55 4 -14057.20 3 5111.34 4 -131.47 4 -325.29 1 -73.36 3 -774.80 4 41.81 4105 Max 1 5947.65 2 -20722.60 4 -6136.86 4 2.84 4 -91.64 4 -2.19 4 711.33 1 6785.70 3

[106]

105 Max 11 5947.65 2 -20722.60 4 -6136.86 4 2.84 4 -91.64 4 -2.19 4 711.33 1 6785.70 3105 Max -61 5947.65 2 -20722.60 4 -6136.86 4 2.84 4 -91.64 4 -2.19 4 711.33 1 6785.70 3105 Max -59 5947.65 2 -20722.60 4 -6136.86 4 2.84 4 -91.64 4 -2.19 4 711.33 1 6785.70 3105 Min. 1 -4075.07 4 -53116.20 3 -23333.00 3 -598.71 3 -448.17 3 -140.14 3 -106.49 4 -696.59 4105 Min. 11 -4075.07 4 -53116.20 3 -23333.00 3 -598.71 3 -448.17 3 -140.14 3 -106.49 4 -696.59 4105 Min. -61 -4075.07 4 -53116.20 3 -23333.00 3 -598.71 3 -448.17 3 -140.14 3 -106.49 4 -696.59 4105 Min. -59 -4075.07 4 -53116.20 3 -23333.00 3 -598.71 3 -448.17 3 -140.14 3 -106.49 4 -696.59 4105 Max -63 618.50 4 -3795.11 4 -7264.81 4 601.51 1 1850.60 1 350.16 3 -746.63 3 2772.78 3105 Max -67 618.50 4 -3795.11 4 -7264.81 4 601.51 1 1850.60 1 350.16 3 -746.63 3 2772.78 3105 Max -34 618.50 4 -3795.11 4 -7264.81 4 601.51 1 1850.60 1 350.16 3 -746.63 3 2772.78 3105 Max -33 618.50 4 -3795.11 4 -7264.81 4 601.51 1 1850.60 1 350.16 3 -746.63 3 2772.78 3105 Min. -63 -4532.49 2 -25396.80 3 -19018.50 3 334.06 4 908.01 4 172.29 4 -3397.29 4 1433.97 4105 Min. -67 -4532.49 2 -25396.80 3 -19018.50 3 334.06 4 908.01 4 172.29 4 -3397.29 4 1433.97 4105 Min. -34 -4532.49 2 -25396.80 3 -19018.50 3 334.06 4 908.01 4 172.29 4 -3397.29 4 1433.97 4105 Min. -33 -4532.49 2 -25396.80 3 -19018.50 3 334.06 4 908.01 4 172.29 4 -3397.29 4 1433.97 4105 Max -67 -4948.19 4 -3014.24 4 1488.55 4 1370.70 3 2667.21 1 -171.61 4 2050.87 2 -13.30 4105 Max -66 -4948.19 4 -3014.24 4 1488.55 4 1370.70 3 2667.21 1 -171.61 4 2050.87 2 -13.30 4105 Max 231 -4948.19 4 -3014.24 4 1488.55 4 1370.70 3 2667.21 1 -171.61 4 2050.87 2 -13.30 4105 Max -34 -4948.19 4 -3014.24 4 1488.55 4 1370.70 3 2667.21 1 -171.61 4 2050.87 2 -13.30 4105 Min. -67 -12633.00 2 -28907.70 1 -1890.18 3 763.39 4 1288.56 4 -316.21 1 -4035.82 4 -419.71 3105 Min. -66 -12633.00 2 -28907.70 1 -1890.18 3 763.39 4 1288.56 4 -316.21 1 -4035.82 4 -419.71 3105 Min. 231 -12633.00 2 -28907.70 1 -1890.18 3 763.39 4 1288.56 4 -316.21 1 -4035.82 4 -419.71 3105 Min. -34 -12633.00 2 -28907.70 1 -1890.18 3 763.39 4 1288.56 4 -316.21 1 -4035.82 4 -419.71 3105 Max -66 3264.18 4 -7469.86 4 10655.30 2 -328.44 4 1228.52 1 -173.42 4 1053.89 2 -3879.33 4105 Max -65 3264.18 4 -7469.86 4 10655.30 2 -328.44 4 1228.52 1 -173.42 4 1053.89 2 -3879.33 4105 Max 141 3264.18 4 -7469.86 4 10655.30 2 -328.44 4 1228.52 1 -173.42 4 1053.89 2 -3879.33 4105 Max 231 3264.18 4 -7469.86 4 10655.30 2 -328.44 4 1228.52 1 -173.42 4 1053.89 2 -3879.33 4105 Min. -66 881.30 2 -25311.70 1 6339.55 4 -393.30 3 579.59 4 -413.48 1 -1943.91 4 -6018.78 3105 Min. -65 881.30 2 -25311.70 1 6339.55 4 -393.30 3 579.59 4 -413.48 1 -1943.91 4 -6018.78 3105 Min. 141 881.30 2 -25311.70 1 6339.55 4 -393.30 3 579.59 4 -413.48 1 -1943.91 4 -6018.78 3105 Min. 231 881.30 2 -25311.70 1 6339.55 4 -393.30 3 579.59 4 -413.48 1 -1943.91 4 -6018.78 3105 Max -62 9749.83 1 -8271.40 4 1045.44 2 62.42 4 446.38 3 16.38 4 3898.03 2 810.15 4105 Max -64 9749.83 1 -8271.40 4 1045.44 2 62.42 4 446.38 3 16.38 4 3898.03 2 810.15 4105 Max 221 9749.83 1 -8271.40 4 1045.44 2 62.42 4 446.38 3 16.38 4 3898.03 2 810.15 4105 Max -36 9749.83 1 -8271.40 4 1045.44 2 62.42 4 446.38 3 16.38 4 3898.03 2 810.15 4105 Min. -62 593.82 4 -25514.80 3 -2542.05 3 -282.51 1 -0.18 4 -69.96 3 11.94 4 -6248.20 1105 Min. -64 593.82 4 -25514.80 3 -2542.05 3 -282.51 1 -0.18 4 -69.96 3 11.94 4 -6248.20 1105 Min. 221 593.82 4 -25514.80 3 -2542.05 3 -282.51 1 -0.18 4 -69.96 3 11.94 4 -6248.20 1105 Min. -36 593.82 4 -25514.80 3 -2542.05 3 -282.51 1 -0.18 4 -69.96 3 11.94 4 -6248.20 1105 Max -27 15004.00 3 24752.70 4 4271.89 2 1023.85 3 -532.10 4 306.09 1 9152.19 4 31.68 4105 Max 31 15004.00 3 24752.70 4 4271.89 2 1023.85 3 -532.10 4 306.09 1 9152.19 4 31.68 4105 Max -66 15004.00 3 24752.70 4 4271.89 2 1023.85 3 -532.10 4 306.09 1 9152.19 4 31.68 4105 Max -67 15004.00 3 24752.70 4 4271.89 2 1023.85 3 -532.10 4 306.09 1 9152.19 4 31.68 4105 Min. -27 11268.20 4 17547.90 2 1652.82 3 578.87 4 -918.22 1 168.16 4 8016.61 2 -691.67 2105 Min. 31 11268.20 4 17547.90 2 1652.82 3 578.87 4 -918.22 1 168.16 4 8016.61 2 -691.67 2105 Min. -66 11268.20 4 17547.90 2 1652.82 3 578.87 4 -918.22 1 168.16 4 8016.61 2 -691.67 2105 Min. -67 11268.20 4 17547.90 2 1652.82 3 578.87 4 -918.22 1 168.16 4 8016.61 2 -691.67 2105 Max -25 10518.60 3 7937.35 4 -21181.90 4 371.01 1 -362.40 4 -164.20 4 7483.98 1 2571.60 3105 Max -27 10518.60 3 7937.35 4 -21181.90 4 371.01 1 -362.40 4 -164.20 4 7483.98 1 2571.60 3105 Max -67 10518.60 3 7937.35 4 -21181.90 4 371.01 1 -362.40 4 -164.20 4 7483.98 1 2571.60 3105 Max -63 10518.60 3 7937.35 4 -21181.90 4 371.01 1 -362.40 4 -164.20 4 7483.98 1 2571.60 3105 Min. -25 9549.47 1 -7957.89 3 -32796.20 3 215.60 4 -558.60 3 -335.44 3 6849.44 4 1243.33 4105 Min. -27 9549.47 1 -7957.89 3 -32796.20 3 215.60 4 -558.60 3 -335.44 3 6849.44 4 1243.33 4105 Min. -67 9549.47 1 -7957.89 3 -32796.20 3 215.60 4 -558.60 3 -335.44 3 6849.44 4 1243.33 4105 Min. -63 9549.47 1 -7957.89 3 -32796.20 3 215.60 4 -558.60 3 -335.44 3 6849.44 4 1243.33 4105 Max 31 12361.80 3 -22528.20 4 35248.50 1 -425.02 4 -438.88 4 385.01 1 4291.96 4 -3682.91 4105 Max 41 12361.80 3 -22528.20 4 35248.50 1 -425.02 4 -438.88 4 385.01 1 4291.96 4 -3682.91 4105 Max -65 12361.80 3 -22528.20 4 35248.50 1 -425.02 4 -438.88 4 385.01 1 4291.96 4 -3682.91 4105 Max -66 12361.80 3 -22528.20 4 35248.50 1 -425.02 4 -438.88 4 385.01 1 4291.96 4 -3682.91 4105 Min. 31 8983.36 4 -42600.20 1 25279.50 4 -579.92 3 -719.75 1 162.26 4 3312.35 2 -5575.71 3105 Min. 41 8983.36 4 -42600.20 1 25279.50 4 -579.92 3 -719.75 1 162.26 4 3312.35 2 -5575.71 3105 Min. -65 8983.36 4 -42600.20 1 25279.50 4 -579.92 3 -719.75 1 162.26 4 3312.35 2 -5575.71 3105 Min. -66 8983.36 4 -42600.20 1 25279.50 4 -579.92 3 -719.75 1 162.26 4 3312.35 2 -5575.71 3105 Max -21 4218.70 2 -27307.30 4 23952.90 1 55.98 4 7.14 4 62.99 3 -343.68 4 798.04 4105 Max 21 4218.70 2 -27307.30 4 23952.90 1 55.98 4 7.14 4 62.99 3 -343.68 4 798.04 4105 Max -64 4218.70 2 -27307.30 4 23952.90 1 55.98 4 7.14 4 62.99 3 -343.68 4 798.04 4105 Max -62 4218.70 2 -27307.30 4 23952.90 1 55.98 4 7.14 4 62.99 3 -343.68 4 798.04 4105 Min. -21 -6178.28 4 -50510.70 3 10033.90 4 -351.83 1 -196.09 1 -14.33 4 -2860.70 2 -6258.36 1105 Min. 21 -6178.28 4 -50510.70 3 10033.90 4 -351.83 1 -196.09 1 -14.33 4 -2860.70 2 -6258.36 1105 Min. -64 -6178.28 4 -50510.70 3 10033.90 4 -351.83 1 -196.09 1 -14.33 4 -2860.70 2 -6258.36 1105 Min. -62 -6178.28 4 -50510.70 3 10033.90 4 -351.83 1 -196.09 1 -14.33 4 -2860.70 2 -6258.36 1106 Max 21 13891.60 2 -37558.30 4 3394.52 4 77.55 1 80.42 4 42.77 4 307.45 2 386.95 2106 Max 23 13891.60 2 -37558.30 4 3394.52 4 77.55 1 80.42 4 42.77 4 307.45 2 386.95 2106 Max -74 13891.60 2 -37558.30 4 3394.52 4 77.55 1 80.42 4 42.77 4 307.45 2 386.95 2106 Max -64 13891.60 2 -37558.30 4 3394.52 4 77.55 1 80.42 4 42.77 4 307.45 2 386.95 2106 Min. 21 5327.46 4 -84655.00 3 -10675.80 3 34.42 4 -113.01 2 -50.14 2 -2290.71 4 -5489.57 4106 Min. 23 5327.46 4 -84655.00 3 -10675.80 3 34.42 4 -113.01 2 -50.14 2 -2290.71 4 -5489.57 4106 Min. -74 5327.46 4 -84655.00 3 -10675.80 3 34.42 4 -113.01 2 -50.14 2 -2290.71 4 -5489.57 4106 Min. -64 5327.46 4 -84655.00 3 -10675.80 3 34.42 4 -113.01 2 -50.14 2 -2290.71 4 -5489.57 4106 Max -64 17394.90 3 -15757.10 4 11240.20 2 120.41 1 250.69 1 62.63 2 1685.85 4 317.07 1106 Max -74 17394.90 3 -15757.10 4 11240.20 2 120.41 1 250.69 1 62.63 2 1685.85 4 317.07 1106 Max 223 17394.90 3 -15757.10 4 11240.20 2 120.41 1 250.69 1 62.63 2 1685.85 4 317.07 1106 Max 221 17394.90 3 -15757.10 4 11240.20 2 120.41 1 250.69 1 62.63 2 1685.85 4 317.07 1106 Min. -64 7780.45 4 -44372.00 3 688.07 4 9.96 4 -153.04 4 -38.38 4 481.31 2 -5505.98 4106 Min. -74 7780.45 4 -44372.00 3 688.07 4 9.96 4 -153.04 4 -38.38 4 481.31 2 -5505.98 4106 Min. 223 7780.45 4 -44372.00 3 688.07 4 9.96 4 -153.04 4 -38.38 4 481.31 2 -5505.98 4106 Min. 221 7780.45 4 -44372.00 3 688.07 4 9.96 4 -153.04 4 -38.38 4 481.31 2 -5505.98 4106 Max 23 7101.20 4 -20399.90 4 537.74 4 30.01 2 -29.56 4 31.82 2 -1433.94 4 4527.20 4106 Max 24 7101.20 4 -20399.90 4 537.74 4 30.01 2 -29.56 4 31.82 2 -1433.94 4 4527.20 4106 Max -71 7101.20 4 -20399.90 4 537.74 4 30.01 2 -29.56 4 31.82 2 -1433.94 4 4527.20 4106 Max -74 7101.20 4 -20399.90 4 537.74 4 30.01 2 -29.56 4 31.82 2 -1433.94 4 4527.20 4106 Min. 23 4767.03 1 -72645.70 2 -20580.90 3 -81.25 4 -400.84 1 -15.97 4 -3689.31 3 -456.75 1106 Min. 24 4767.03 1 -72645.70 2 -20580.90 3 -81.25 4 -400.84 1 -15.97 4 -3689.31 3 -456.75 1106 Min. -71 4767.03 1 -72645.70 2 -20580.90 3 -81.25 4 -400.84 1 -15.97 4 -3689.31 3 -456.75 1106 Min. -74 4767.03 1 -72645.70 2 -20580.90 3 -81.25 4 -400.84 1 -15.97 4 -3689.31 3 -456.75 1106 Max -74 8364.85 4 -16142.40 4 7483.24 2 129.42 2 597.96 2 21.48 4 6166.00 3 4552.47 4106 Max -71 8364.85 4 -16142.40 4 7483.24 2 129.42 2 597.96 2 21.48 4 6166.00 3 4552.47 4106 Max 224 8364.85 4 -16142.40 4 7483.24 2 129.42 2 597.96 2 21.48 4 6166.00 3 4552.47 4106 Max 223 8364.85 4 -16142.40 4 7483.24 2 129.42 2 597.96 2 21.48 4 6166.00 3 4552.47 4106 Min. -74 5889.46 1 -82407.40 2 -1409.91 4 -92.01 4 -101.22 4 -22.45 1 1265.89 4 -359.73 1106 Min. -71 5889.46 1 -82407.40 2 -1409.91 4 -92.01 4 -101.22 4 -22.45 1 1265.89 4 -359.73 1106 Min. 224 5889.46 1 -82407.40 2 -1409.91 4 -92.01 4 -101.22 4 -22.45 1 1265.89 4 -359.73 1106 Min. 223 5889.46 1 -82407.40 2 -1409.91 4 -92.01 4 -101.22 4 -22.45 1 1265.89 4 -359.73 1107 Max -72 11257.90 3 -21663.60 4 -3668.35 4 -475.57 1 -761.18 3 113.83 4 8141.38 4 -733.93 4107 Max -73 11257.90 3 -21663.60 4 -3668.35 4 -475.57 1 -761.18 3 113.83 4 8141.38 4 -733.93 4107 Max -39 11257.90 3 -21663.60 4 -3668.35 4 -475.57 1 -761.18 3 113.83 4 8141.38 4 -733.93 4107 Max -46 11257.90 3 -21663.60 4 -3668.35 4 -475.57 1 -761.18 3 113.83 4 8141.38 4 -733.93 4

[107]

107 Min. -72 10351.20 1 -77457.50 2 -7005.83 3 -600.76 4 -898.81 4 69.31 3 -6587.08 1 -1165.05 2107 Min. -73 10351.20 1 -77457.50 2 -7005.83 3 -600.76 4 -898.81 4 69.31 3 -6587.08 1 -1165.05 2107 Min. -39 10351.20 1 -77457.50 2 -7005.83 3 -600.76 4 -898.81 4 69.31 3 -6587.08 1 -1165.05 2107 Min. -46 10351.20 1 -77457.50 2 -7005.83 3 -600.76 4 -898.81 4 69.31 3 -6587.08 1 -1165.05 2107 Max -71 12215.70 4 -7609.49 4 8029.62 2 700.84 4 36.25 3 -90.64 3 8401.86 2 674.59 1107 Max -70 12215.70 4 -7609.49 4 8029.62 2 700.84 4 36.25 3 -90.64 3 8401.86 2 674.59 1107 Max -47 12215.70 4 -7609.49 4 8029.62 2 700.84 4 36.25 3 -90.64 3 8401.86 2 674.59 1107 Max 224 12215.70 4 -7609.49 4 8029.62 2 700.84 4 36.25 3 -90.64 3 8401.86 2 674.59 1107 Min. -71 572.12 2 -76413.80 2 867.99 4 50.79 1 -153.92 4 -119.26 2 -1344.65 4 -6591.91 4107 Min. -70 572.12 2 -76413.80 2 867.99 4 50.79 1 -153.92 4 -119.26 2 -1344.65 4 -6591.91 4107 Min. -47 572.12 2 -76413.80 2 867.99 4 50.79 1 -153.92 4 -119.26 2 -1344.65 4 -6591.91 4107 Min. 224 572.12 2 -76413.80 2 867.99 4 50.79 1 -153.92 4 -119.26 2 -1344.65 4 -6591.91 4107 Max -73 16236.30 3 -8706.93 4 -830.87 1 362.88 2 -332.55 1 130.70 4 3329.34 4 3922.75 2107 Max -69 16236.30 3 -8706.93 4 -830.87 1 362.88 2 -332.55 1 130.70 4 3329.34 4 3922.75 2107 Max 144 16236.30 3 -8706.93 4 -830.87 1 362.88 2 -332.55 1 130.70 4 3329.34 4 3922.75 2107 Max -39 16236.30 3 -8706.93 4 -830.87 1 362.88 2 -332.55 1 130.70 4 3329.34 4 3922.75 2107 Min. -73 12298.60 4 -38368.30 2 -3505.80 4 261.12 4 -383.55 4 29.04 3 -1650.32 3 3441.35 1107 Min. -69 12298.60 4 -38368.30 2 -3505.80 4 261.12 4 -383.55 4 29.04 3 -1650.32 3 3441.35 1107 Min. 144 12298.60 4 -38368.30 2 -3505.80 4 261.12 4 -383.55 4 29.04 3 -1650.32 3 3441.35 1107 Min. -39 12298.60 4 -38368.30 2 -3505.80 4 261.12 4 -383.55 4 29.04 3 -1650.32 3 3441.35 1107 Max -70 10132.70 4 -17332.10 4 -1533.15 4 -109.15 3 -440.39 3 -74.84 1 5878.41 4 -719.42 2107 Max -72 10132.70 4 -17332.10 4 -1533.15 4 -109.15 3 -440.39 3 -74.84 1 5878.41 4 -719.42 2107 Max -46 10132.70 4 -17332.10 4 -1533.15 4 -109.15 3 -440.39 3 -74.84 1 5878.41 4 -719.42 2107 Max -47 10132.70 4 -17332.10 4 -1533.15 4 -109.15 3 -440.39 3 -74.84 1 5878.41 4 -719.42 2107 Min. -70 4716.17 1 -74078.90 2 -12698.10 3 -249.92 4 -658.86 4 -120.93 4 -230.31 3 -809.50 3107 Min. -72 4716.17 1 -74078.90 2 -12698.10 3 -249.92 4 -658.86 4 -120.93 4 -230.31 3 -809.50 3107 Min. -46 4716.17 1 -74078.90 2 -12698.10 3 -249.92 4 -658.86 4 -120.93 4 -230.31 3 -809.50 3107 Min. -47 4716.17 1 -74078.90 2 -12698.10 3 -249.92 4 -658.86 4 -120.93 4 -230.31 3 -809.50 3107 Max 24 10880.70 4 -22347.40 4 42056.30 2 730.70 4 141.67 4 119.33 2 1180.29 4 1892.98 2107 Max 34 10880.70 4 -22347.40 4 42056.30 2 730.70 4 141.67 4 119.33 2 1180.29 4 1892.98 2107 Max -70 10880.70 4 -22347.40 4 42056.30 2 730.70 4 141.67 4 119.33 2 1180.29 4 1892.98 2107 Max -71 10880.70 4 -22347.40 4 42056.30 2 730.70 4 141.67 4 119.33 2 1180.29 4 1892.98 2107 Min. 24 -473.54 2 -89607.50 2 9125.75 4 63.06 1 75.91 1 83.29 3 -7977.29 2 -6373.26 4107 Min. 34 -473.54 2 -89607.50 2 9125.75 4 63.06 1 75.91 1 83.29 3 -7977.29 2 -6373.26 4107 Min. -70 -473.54 2 -89607.50 2 9125.75 4 63.06 1 75.91 1 83.29 3 -7977.29 2 -6373.26 4107 Min. -71 -473.54 2 -89607.50 2 9125.75 4 63.06 1 75.91 1 83.29 3 -7977.29 2 -6373.26 4107 Max 34 9633.39 4 -22372.50 4 -2998.60 2 -25.48 3 351.27 2 118.28 4 -1876.63 3 -734.29 4107 Max -30 9633.39 4 -22372.50 4 -2998.60 2 -25.48 3 351.27 2 118.28 4 -1876.63 3 -734.29 4107 Max -72 9633.39 4 -22372.50 4 -2998.60 2 -25.48 3 351.27 2 118.28 4 -1876.63 3 -734.29 4107 Max -70 9633.39 4 -22372.50 4 -2998.60 2 -25.48 3 351.27 2 118.28 4 -1876.63 3 -734.29 4107 Min. 34 3989.59 2 -85176.20 2 -9748.98 4 -162.09 4 230.76 4 62.30 1 -8326.54 4 -1240.60 2107 Min. -30 3989.59 2 -85176.20 2 -9748.98 4 -162.09 4 230.76 4 62.30 1 -8326.54 4 -1240.60 2107 Min. -72 3989.59 2 -85176.20 2 -9748.98 4 -162.09 4 230.76 4 62.30 1 -8326.54 4 -1240.60 2107 Min. -70 3989.59 2 -85176.20 2 -9748.98 4 -162.09 4 230.76 4 62.30 1 -8326.54 4 -1240.60 2107 Max -30 13839.50 3 -28002.60 4 38609.60 2 -309.87 1 526.53 2 -93.02 3 2944.97 1 233.84 2107 Max 54 13839.50 3 -28002.60 4 38609.60 2 -309.87 1 526.53 2 -93.02 3 2944.97 1 233.84 2107 Max -73 13839.50 3 -28002.60 4 38609.60 2 -309.87 1 526.53 2 -93.02 3 2944.97 1 233.84 2107 Max -72 13839.50 3 -28002.60 4 38609.60 2 -309.87 1 526.53 2 -93.02 3 2944.97 1 233.84 2107 Min. -30 10269.90 4 -78896.80 2 17755.90 4 -444.56 4 318.99 4 -122.57 4 -11594.10 4 -469.41 4107 Min. 54 10269.90 4 -78896.80 2 17755.90 4 -444.56 4 318.99 4 -122.57 4 -11594.10 4 -469.41 4107 Min. -73 10269.90 4 -78896.80 2 17755.90 4 -444.56 4 318.99 4 -122.57 4 -11594.10 4 -469.41 4107 Min. -72 10269.90 4 -78896.80 2 17755.90 4 -444.56 4 318.99 4 -122.57 4 -11594.10 4 -469.41 4107 Max 54 15100.90 3 -20846.20 4 -7117.94 2 418.33 2 412.40 2 -48.41 3 43.14 3 2988.96 4107 Max 44 15100.90 3 -20846.20 4 -7117.94 2 418.33 2 412.40 2 -48.41 3 43.14 3 2988.96 4107 Max -69 15100.90 3 -20846.20 4 -7117.94 2 418.33 2 412.40 2 -48.41 3 43.14 3 2988.96 4107 Max -73 15100.90 3 -20846.20 4 -7117.94 2 418.33 2 412.40 2 -48.41 3 43.14 3 2988.96 4107 Min. 54 10720.40 4 -52999.90 2 -8275.40 4 310.53 4 262.56 4 -139.58 4 -4770.32 4 2539.81 1107 Min. 44 10720.40 4 -52999.90 2 -8275.40 4 310.53 4 262.56 4 -139.58 4 -4770.32 4 2539.81 1107 Min. -69 10720.40 4 -52999.90 2 -8275.40 4 310.53 4 262.56 4 -139.58 4 -4770.32 4 2539.81 1107 Min. -73 10720.40 4 -52999.90 2 -8275.40 4 310.53 4 262.56 4 -139.58 4 -4770.32 4 2539.81 1401 Max 11 14208.20 3 8506.65 1 1264.38 4 -1492.53 4 -96.79 4 -288.07 4 283.55 4 -1292.70 4401 Max -21 14208.20 3 8506.65 1 1264.38 4 -1492.53 4 -96.79 4 -288.07 4 283.55 4 -1292.70 4401 Max -23 14208.20 3 8506.65 1 1264.38 4 -1492.53 4 -96.79 4 -288.07 4 283.55 4 -1292.70 4401 Max -5 14208.20 3 8506.65 1 1264.38 4 -1492.53 4 -96.79 4 -288.07 4 283.55 4 -1292.70 4401 Min. 11 -382.08 4 -967.52 4 -1413.22 2 -4315.24 1 -505.72 2 -482.85 1 -2446.04 2 -3722.84 3401 Min. -21 -382.08 4 -967.52 4 -1413.22 2 -4315.24 1 -505.72 2 -482.85 1 -2446.04 2 -3722.84 3401 Min. -23 -382.08 4 -967.52 4 -1413.22 2 -4315.24 1 -505.72 2 -482.85 1 -2446.04 2 -3722.84 3401 Min. -5 -382.08 4 -967.52 4 -1413.22 2 -4315.24 1 -505.72 2 -482.85 1 -2446.04 2 -3722.84 3401 Max 22 14654.70 1 4412.78 3 216.25 3 1235.62 2 3548.99 2 -374.62 4 2251.70 4 3106.28 4401 Max 24 14654.70 1 4412.78 3 216.25 3 1235.62 2 3548.99 2 -374.62 4 2251.70 4 3106.28 4401 Max 34 14654.70 1 4412.78 3 216.25 3 1235.62 2 3548.99 2 -374.62 4 2251.70 4 3106.28 4401 Max -26 14654.70 1 4412.78 3 216.25 3 1235.62 2 3548.99 2 -374.62 4 2251.70 4 3106.28 4401 Min. 22 -3857.24 4 -3386.77 4 -1404.87 4 -84.41 4 1341.91 4 -1159.40 2 -4988.89 1 -10322.80 2401 Min. 24 -3857.24 4 -3386.77 4 -1404.87 4 -84.41 4 1341.91 4 -1159.40 2 -4988.89 1 -10322.80 2401 Min. 34 -3857.24 4 -3386.77 4 -1404.87 4 -84.41 4 1341.91 4 -1159.40 2 -4988.89 1 -10322.80 2401 Min. -26 -3857.24 4 -3386.77 4 -1404.87 4 -84.41 4 1341.91 4 -1159.40 2 -4988.89 1 -10322.80 2401 Max 31 16553.90 3 16061.60 2 -2681.44 4 -488.36 4 -1242.81 4 281.52 1 -7506.30 4 6050.15 1401 Max 41 16553.90 3 16061.60 2 -2681.44 4 -488.36 4 -1242.81 4 281.52 1 -7506.30 4 6050.15 1401 Max -17 16553.90 3 16061.60 2 -2681.44 4 -488.36 4 -1242.81 4 281.52 1 -7506.30 4 6050.15 1401 Max -13 16553.90 3 16061.60 2 -2681.44 4 -488.36 4 -1242.81 4 281.52 1 -7506.30 4 6050.15 1401 Min. 31 12172.10 4 12794.00 4 -4612.78 1 -821.28 1 -1459.27 2 231.07 4 -8481.15 1 4431.81 4401 Min. 41 12172.10 4 12794.00 4 -4612.78 1 -821.28 1 -1459.27 2 231.07 4 -8481.15 1 4431.81 4401 Min. -17 12172.10 4 12794.00 4 -4612.78 1 -821.28 1 -1459.27 2 231.07 4 -8481.15 1 4431.81 4401 Min. -13 12172.10 4 12794.00 4 -4612.78 1 -821.28 1 -1459.27 2 231.07 4 -8481.15 1 4431.81 4401 Max -1 16961.40 3 26391.30 3 276.65 4 -83.44 3 -544.71 4 53.37 4 683.00 1 -1253.88 4401 Max -5 16961.40 3 26391.30 3 276.65 4 -83.44 3 -544.71 4 53.37 4 683.00 1 -1253.88 4401 Max -7 16961.40 3 26391.30 3 276.65 4 -83.44 3 -544.71 4 53.37 4 683.00 1 -1253.88 4401 Max 4 16961.40 3 26391.30 3 276.65 4 -83.44 3 -544.71 4 53.37 4 683.00 1 -1253.88 4401 Min. -1 -1966.27 4 4267.43 4 -1093.85 2 -900.11 4 -1561.71 2 -26.84 2 67.77 4 -12776.70 3401 Min. -5 -1966.27 4 4267.43 4 -1093.85 2 -900.11 4 -1561.71 2 -26.84 2 67.77 4 -12776.70 3401 Min. -7 -1966.27 4 4267.43 4 -1093.85 2 -900.11 4 -1561.71 2 -26.84 2 67.77 4 -12776.70 3401 Min. 4 -1966.27 4 4267.43 4 -1093.85 2 -900.11 4 -1561.71 2 -26.84 2 67.77 4 -12776.70 3401 Max 4 11670.70 1 16275.40 3 -2859.00 4 -144.65 3 -183.21 2 223.46 3 3233.79 2 -1483.44 4401 Max -7 11670.70 1 16275.40 3 -2859.00 4 -144.65 3 -183.21 2 223.46 3 3233.79 2 -1483.44 4401 Max 12 11670.70 1 16275.40 3 -2859.00 4 -144.65 3 -183.21 2 223.46 3 3233.79 2 -1483.44 4401 Max 2 11670.70 1 16275.40 3 -2859.00 4 -144.65 3 -183.21 2 223.46 3 3233.79 2 -1483.44 4401 Min. 4 -161.63 4 2036.49 4 -7433.79 1 -466.42 4 -341.99 3 -7.08 4 1065.15 4 -8205.16 3401 Min. -7 -161.63 4 2036.49 4 -7433.79 1 -466.42 4 -341.99 3 -7.08 4 1065.15 4 -8205.16 3401 Min. 12 -161.63 4 2036.49 4 -7433.79 1 -466.42 4 -341.99 3 -7.08 4 1065.15 4 -8205.16 3401 Min. 2 -161.63 4 2036.49 4 -7433.79 1 -466.42 4 -341.99 3 -7.08 4 1065.15 4 -8205.16 3401 Max -5 18232.30 3 13614.80 2 229.41 4 -1082.14 4 -406.12 4 340.84 3 -618.08 2 2748.08 2401 Max -23 18232.30 3 13614.80 2 229.41 4 -1082.14 4 -406.12 4 340.84 3 -618.08 2 2748.08 2401 Max -24 18232.30 3 13614.80 2 229.41 4 -1082.14 4 -406.12 4 340.84 3 -618.08 2 2748.08 2401 Max -7 18232.30 3 13614.80 2 229.41 4 -1082.14 4 -406.12 4 340.84 3 -618.08 2 2748.08 2401 Min. -5 -350.15 4 521.10 4 -1268.95 2 -4314.94 1 -1915.24 2 233.56 4 -845.17 4 1743.23 4401 Min. -23 -350.15 4 521.10 4 -1268.95 2 -4314.94 1 -1915.24 2 233.56 4 -845.17 4 1743.23 4401 Min. -24 -350.15 4 521.10 4 -1268.95 2 -4314.94 1 -1915.24 2 233.56 4 -845.17 4 1743.23 4

[108]

401 Min. -7 -350.15 4 521.10 4 -1268.95 2 -4314.94 1 -1915.24 2 233.56 4 -845.17 4 1743.23 4401 Max -7 15109.30 3 12782.30 2 814.98 3 -1020.05 4 -238.40 2 238.08 1 5063.21 2 -618.24 4401 Max -24 15109.30 3 12782.30 2 814.98 3 -1020.05 4 -238.40 2 238.08 1 5063.21 2 -618.24 4401 Max -22 15109.30 3 12782.30 2 814.98 3 -1020.05 4 -238.40 2 238.08 1 5063.21 2 -618.24 4401 Max 12 15109.30 3 12782.30 2 814.98 3 -1020.05 4 -238.40 2 238.08 1 5063.21 2 -618.24 4401 Min. -7 124.94 4 -940.03 4 -413.63 2 -3239.20 1 -620.38 4 78.57 4 912.16 4 -2170.41 3401 Min. -24 124.94 4 -940.03 4 -413.63 2 -3239.20 1 -620.38 4 78.57 4 912.16 4 -2170.41 3401 Min. -22 124.94 4 -940.03 4 -413.63 2 -3239.20 1 -620.38 4 78.57 4 912.16 4 -2170.41 3401 Min. 12 124.94 4 -940.03 4 -413.63 2 -3239.20 1 -620.38 4 78.57 4 912.16 4 -2170.41 3401 Max -21 11094.80 3 6374.36 2 242.46 4 1668.22 1 775.98 3 -157.80 4 3574.38 2 16947.70 1401 Max 21 11094.80 3 6374.36 2 242.46 4 1668.22 1 775.98 3 -157.80 4 3574.38 2 16947.70 1401 Max 23 11094.80 3 6374.36 2 242.46 4 1668.22 1 775.98 3 -157.80 4 3574.38 2 16947.70 1401 Max -23 11094.80 3 6374.36 2 242.46 4 1668.22 1 775.98 3 -157.80 4 3574.38 2 16947.70 1401 Min. -21 -2830.91 4 -287.74 4 -4671.64 2 1026.25 4 277.34 4 -758.17 2 1215.24 4 7138.48 4401 Min. 21 -2830.91 4 -287.74 4 -4671.64 2 1026.25 4 277.34 4 -758.17 2 1215.24 4 7138.48 4401 Min. 23 -2830.91 4 -287.74 4 -4671.64 2 1026.25 4 277.34 4 -758.17 2 1215.24 4 7138.48 4401 Min. -23 -2830.91 4 -287.74 4 -4671.64 2 1026.25 4 277.34 4 -758.17 2 1215.24 4 7138.48 4401 Max -23 18035.20 3 11339.00 2 489.78 4 369.80 4 -70.52 4 88.70 2 -2601.95 4 12559.40 1401 Max 23 18035.20 3 11339.00 2 489.78 4 369.80 4 -70.52 4 88.70 2 -2601.95 4 12559.40 1401 Max 24 18035.20 3 11339.00 2 489.78 4 369.80 4 -70.52 4 88.70 2 -2601.95 4 12559.40 1401 Max -24 18035.20 3 11339.00 2 489.78 4 369.80 4 -70.52 4 88.70 2 -2601.95 4 12559.40 1401 Min. -23 557.26 4 -171.10 4 -2894.10 2 217.57 3 -1105.49 2 -54.78 4 -8200.36 2 3361.96 4401 Min. 23 557.26 4 -171.10 4 -2894.10 2 217.57 3 -1105.49 2 -54.78 4 -8200.36 2 3361.96 4401 Min. 24 557.26 4 -171.10 4 -2894.10 2 217.57 3 -1105.49 2 -54.78 4 -8200.36 2 3361.96 4401 Min. -24 557.26 4 -171.10 4 -2894.10 2 217.57 3 -1105.49 2 -54.78 4 -8200.36 2 3361.96 4401 Max 1 11761.70 2 18619.70 2 5579.55 1 -355.15 3 -156.68 4 -25.95 2 -878.34 4 -1914.04 4401 Max 11 11761.70 2 18619.70 2 5579.55 1 -355.15 3 -156.68 4 -25.95 2 -878.34 4 -1914.04 4401 Max -5 11761.70 2 18619.70 2 5579.55 1 -355.15 3 -156.68 4 -25.95 2 -878.34 4 -1914.04 4401 Max -1 11761.70 2 18619.70 2 5579.55 1 -355.15 3 -156.68 4 -25.95 2 -878.34 4 -1914.04 4401 Min. 1 -438.35 4 1952.09 4 3596.16 4 -617.25 4 -402.31 2 -148.21 3 -3139.62 1 -9493.20 3401 Min. 11 -438.35 4 1952.09 4 3596.16 4 -617.25 4 -402.31 2 -148.21 3 -3139.62 1 -9493.20 3401 Min. -5 -438.35 4 1952.09 4 3596.16 4 -617.25 4 -402.31 2 -148.21 3 -3139.62 1 -9493.20 3401 Min. -1 -438.35 4 1952.09 4 3596.16 4 -617.25 4 -402.31 2 -148.21 3 -3139.62 1 -9493.20 3401 Max -26 14066.10 2 9035.55 3 1888.74 3 2451.50 3 -181.87 4 -0.89 4 -3665.46 4 3650.02 4401 Max 34 14066.10 2 9035.55 3 1888.74 3 2451.50 3 -181.87 4 -0.89 4 -3665.46 4 3650.02 4401 Max -30 14066.10 2 9035.55 3 1888.74 3 2451.50 3 -181.87 4 -0.89 4 -3665.46 4 3650.02 4401 Max -28 14066.10 2 9035.55 3 1888.74 3 2451.50 3 -181.87 4 -0.89 4 -3665.46 4 3650.02 4401 Min. -26 -4065.45 4 -147.61 4 -1466.54 4 400.69 4 -287.77 1 -94.25 2 -6097.73 2 -3009.91 2401 Min. 34 -4065.45 4 -147.61 4 -1466.54 4 400.69 4 -287.77 1 -94.25 2 -6097.73 2 -3009.91 2401 Min. -30 -4065.45 4 -147.61 4 -1466.54 4 400.69 4 -287.77 1 -94.25 2 -6097.73 2 -3009.91 2401 Min. -28 -4065.45 4 -147.61 4 -1466.54 4 400.69 4 -287.77 1 -94.25 2 -6097.73 2 -3009.91 2401 Max -28 15407.20 2 11093.60 3 1647.16 2 3784.66 1 -237.29 4 -97.39 1 12492.70 2 5743.39 1401 Max -30 15407.20 2 11093.60 3 1647.16 2 3784.66 1 -237.29 4 -97.39 1 12492.70 2 5743.39 1401 Max 54 15407.20 2 11093.60 3 1647.16 2 3784.66 1 -237.29 4 -97.39 1 12492.70 2 5743.39 1401 Max 32 15407.20 2 11093.60 3 1647.16 2 3784.66 1 -237.29 4 -97.39 1 12492.70 2 5743.39 1401 Min. -28 -3059.27 4 766.00 4 -157.63 4 996.97 4 -354.33 2 -131.05 4 7373.83 4 4911.08 2401 Min. -30 -3059.27 4 766.00 4 -157.63 4 996.97 4 -354.33 2 -131.05 4 7373.83 4 4911.08 2401 Min. 54 -3059.27 4 766.00 4 -157.63 4 996.97 4 -354.33 2 -131.05 4 7373.83 4 4911.08 2401 Min. 32 -3059.27 4 766.00 4 -157.63 4 996.97 4 -354.33 2 -131.05 4 7373.83 4 4911.08 2401 Max 24 11520.70 2 16563.80 3 486.76 4 327.24 4 4788.24 3 788.15 3 1527.11 2 3775.87 3401 Max 23 11520.70 2 16563.80 3 486.76 4 327.24 4 4788.24 3 788.15 3 1527.11 2 3775.87 3401 Max -31 11520.70 2 16563.80 3 486.76 4 327.24 4 4788.24 3 788.15 3 1527.11 2 3775.87 3401 Max 34 11520.70 2 16563.80 3 486.76 4 327.24 4 4788.24 3 788.15 3 1527.11 2 3775.87 3401 Min. 24 2557.97 4 6938.41 4 -5291.00 3 -11.34 2 2114.52 4 601.41 4 633.73 4 -1286.26 4401 Min. 23 2557.97 4 6938.41 4 -5291.00 3 -11.34 2 2114.52 4 601.41 4 633.73 4 -1286.26 4401 Min. -31 2557.97 4 6938.41 4 -5291.00 3 -11.34 2 2114.52 4 601.41 4 633.73 4 -1286.26 4401 Min. 34 2557.97 4 6938.41 4 -5291.00 3 -11.34 2 2114.52 4 601.41 4 633.73 4 -1286.26 4401 Max 34 13641.40 2 12344.10 3 87.25 4 199.91 4 -364.30 4 602.82 1 -5221.53 4 -5704.28 3401 Max -31 13641.40 2 12344.10 3 87.25 4 199.91 4 -364.30 4 602.82 1 -5221.53 4 -5704.28 3401 Max -32 13641.40 2 12344.10 3 87.25 4 199.91 4 -364.30 4 602.82 1 -5221.53 4 -5704.28 3401 Max -30 13641.40 2 12344.10 3 87.25 4 199.91 4 -364.30 4 602.82 1 -5221.53 4 -5704.28 3401 Min. 34 8907.66 4 5824.19 4 -3820.85 2 -634.34 3 -399.58 1 359.93 4 -10371.70 3 -9551.65 4401 Min. -31 8907.66 4 5824.19 4 -3820.85 2 -634.34 3 -399.58 1 359.93 4 -10371.70 3 -9551.65 4401 Min. -32 8907.66 4 5824.19 4 -3820.85 2 -634.34 3 -399.58 1 359.93 4 -10371.70 3 -9551.65 4401 Min. -30 8907.66 4 5824.19 4 -3820.85 2 -634.34 3 -399.58 1 359.93 4 -10371.70 3 -9551.65 4401 Max -30 15825.70 3 9252.00 3 17.06 4 148.21 4 -844.11 4 449.21 2 14763.30 2 -13245.70 3401 Max -32 15825.70 3 9252.00 3 17.06 4 148.21 4 -844.11 4 449.21 2 14763.30 2 -13245.70 3401 Max -13 15825.70 3 9252.00 3 17.06 4 148.21 4 -844.11 4 449.21 2 14763.30 2 -13245.70 3401 Max 54 15825.70 3 9252.00 3 17.06 4 148.21 4 -844.11 4 449.21 2 14763.30 2 -13245.70 3401 Min. -30 13898.20 4 4448.30 4 -3413.19 3 -990.65 3 -1607.21 3 222.13 4 7940.27 4 -15381.80 4401 Min. -32 13898.20 4 4448.30 4 -3413.19 3 -990.65 3 -1607.21 3 222.13 4 7940.27 4 -15381.80 4401 Min. -13 13898.20 4 4448.30 4 -3413.19 3 -990.65 3 -1607.21 3 222.13 4 7940.27 4 -15381.80 4401 Min. 54 13898.20 4 4448.30 4 -3413.19 3 -990.65 3 -1607.21 3 222.13 4 7940.27 4 -15381.80 4401 Max 23 7633.60 2 10488.00 2 876.42 4 969.34 3 3838.71 3 468.16 1 -16763.00 4 960.53 4401 Max 21 7633.60 2 10488.00 2 876.42 4 969.34 3 3838.71 3 468.16 1 -16763.00 4 960.53 4401 Max -25 7633.60 2 10488.00 2 876.42 4 969.34 3 3838.71 3 468.16 1 -16763.00 4 960.53 4401 Max -31 7633.60 2 10488.00 2 876.42 4 969.34 3 3838.71 3 468.16 1 -16763.00 4 960.53 4401 Min. 23 3551.56 4 5629.98 4 -4930.91 2 3.67 4 1895.56 4 63.22 4 -27127.10 3 -2741.02 2401 Min. 21 3551.56 4 5629.98 4 -4930.91 2 3.67 4 1895.56 4 63.22 4 -27127.10 3 -2741.02 2401 Min. -25 3551.56 4 5629.98 4 -4930.91 2 3.67 4 1895.56 4 63.22 4 -27127.10 3 -2741.02 2401 Min. -31 3551.56 4 5629.98 4 -4930.91 2 3.67 4 1895.56 4 63.22 4 -27127.10 3 -2741.02 2401 Max -31 11739.40 1 18359.50 2 -263.87 4 -326.05 1 -706.59 2 -117.42 4 513.49 4 7848.33 4401 Max -25 11739.40 1 18359.50 2 -263.87 4 -326.05 1 -706.59 2 -117.42 4 513.49 4 7848.33 4401 Max -27 11739.40 1 18359.50 2 -263.87 4 -326.05 1 -706.59 2 -117.42 4 513.49 4 7848.33 4401 Max -32 11739.40 1 18359.50 2 -263.87 4 -326.05 1 -706.59 2 -117.42 4 513.49 4 7848.33 4401 Min. -31 9845.73 4 12843.40 4 -3585.89 2 -985.30 4 -718.04 1 -306.91 2 84.00 3 6235.32 3401 Min. -25 9845.73 4 12843.40 4 -3585.89 2 -985.30 4 -718.04 1 -306.91 2 84.00 3 6235.32 3401 Min. -27 9845.73 4 12843.40 4 -3585.89 2 -985.30 4 -718.04 1 -306.91 2 84.00 3 6235.32 3401 Min. -32 9845.73 4 12843.40 4 -3585.89 2 -985.30 4 -718.04 1 -306.91 2 84.00 3 6235.32 3401 Max -32 14318.80 3 23874.60 3 -957.46 4 -1608.86 3 -1360.71 4 -199.85 4 -3676.01 4 11737.60 4401 Max -27 14318.80 3 23874.60 3 -957.46 4 -1608.86 3 -1360.71 4 -199.85 4 -3676.01 4 11737.60 4401 Max 31 14318.80 3 23874.60 3 -957.46 4 -1608.86 3 -1360.71 4 -199.85 4 -3676.01 4 11737.60 4401 Max -13 14318.80 3 23874.60 3 -957.46 4 -1608.86 3 -1360.71 4 -199.85 4 -3676.01 4 11737.60 4401 Min. -32 13428.30 4 17589.10 4 -1698.15 2 -1736.82 4 -1921.78 1 -396.32 1 -5064.92 1 11440.40 2401 Min. -27 13428.30 4 17589.10 4 -1698.15 2 -1736.82 4 -1921.78 1 -396.32 1 -5064.92 1 11440.40 2401 Min. 31 13428.30 4 17589.10 4 -1698.15 2 -1736.82 4 -1921.78 1 -396.32 1 -5064.92 1 11440.40 2401 Min. -13 13428.30 4 17589.10 4 -1698.15 2 -1736.82 4 -1921.78 1 -396.32 1 -5064.92 1 11440.40 2401 Max -13 5534.79 2 19784.40 1 4511.74 2 592.49 2 -143.78 4 896.77 1 8119.23 4 -2174.14 4401 Max -17 5534.79 2 19784.40 1 4511.74 2 592.49 2 -143.78 4 896.77 1 8119.23 4 -2174.14 4401 Max 44 5534.79 2 19784.40 1 4511.74 2 592.49 2 -143.78 4 896.77 1 8119.23 4 -2174.14 4401 Max 54 5534.79 2 19784.40 1 4511.74 2 592.49 2 -143.78 4 896.77 1 8119.23 4 -2174.14 4401 Min. -13 4060.43 4 15223.10 4 502.54 4 432.98 4 -781.98 1 552.83 4 7994.30 2 -4769.57 2401 Min. -17 4060.43 4 15223.10 4 502.54 4 432.98 4 -781.98 1 552.83 4 7994.30 2 -4769.57 2401 Min. 44 4060.43 4 15223.10 4 502.54 4 432.98 4 -781.98 1 552.83 4 7994.30 2 -4769.57 2401 Min. 54 4060.43 4 15223.10 4 502.54 4 432.98 4 -781.98 1 552.83 4 7994.30 2 -4769.57 2401 Max 54 7117.33 3 14606.80 1 7053.00 2 1098.00 1 2222.10 1 -469.21 4 -1576.87 2 -2059.81 4401 Max 44 7117.33 3 14606.80 1 7053.00 2 1098.00 1 2222.10 1 -469.21 4 -1576.87 2 -2059.81 4

[109]

401 Max 42 7117.33 3 14606.80 1 7053.00 2 1098.00 1 2222.10 1 -469.21 4 -1576.87 2 -2059.81 4401 Max 32 7117.33 3 14606.80 1 7053.00 2 1098.00 1 2222.10 1 -469.21 4 -1576.87 2 -2059.81 4401 Min. 54 -197.97 4 1736.14 4 3599.80 4 622.25 4 804.88 4 -1027.21 2 -2897.49 4 -3256.33 3401 Min. 44 -197.97 4 1736.14 4 3599.80 4 622.25 4 804.88 4 -1027.21 2 -2897.49 4 -3256.33 3401 Min. 42 -197.97 4 1736.14 4 3599.80 4 622.25 4 804.88 4 -1027.21 2 -2897.49 4 -3256.33 3401 Min. 32 -197.97 4 1736.14 4 3599.80 4 622.25 4 804.88 4 -1027.21 2 -2897.49 4 -3256.33 3401 Max -24 10088.80 3 14018.20 1 1017.23 4 165.71 2 284.75 2 722.75 1 14426.70 2 8895.65 1401 Max 24 10088.80 3 14018.20 1 1017.23 4 165.71 2 284.75 2 722.75 1 14426.70 2 8895.65 1401 Max 22 10088.80 3 14018.20 1 1017.23 4 165.71 2 284.75 2 722.75 1 14426.70 2 8895.65 1401 Max -22 10088.80 3 14018.20 1 1017.23 4 165.71 2 284.75 2 722.75 1 14426.70 2 8895.65 1401 Min. -24 -2501.39 4 -2561.54 4 -1661.00 2 -47.99 4 -632.97 4 196.88 4 836.71 4 2567.62 4401 Min. 24 -2501.39 4 -2561.54 4 -1661.00 2 -47.99 4 -632.97 4 196.88 4 836.71 4 2567.62 4401 Min. 22 -2501.39 4 -2561.54 4 -1661.00 2 -47.99 4 -632.97 4 196.88 4 836.71 4 2567.62 4401 Min. -22 -2501.39 4 -2561.54 4 -1661.00 2 -47.99 4 -632.97 4 196.88 4 836.71 4 2567.62 4

Sollecitazioni nuclei Simbologia

Nucleo = Numero del nucleo Liv. = Numero del livello Xg = Coord. baricentrica X Yg = Coord. baricentrica Y CC = Numero della combinazione delle condizioni di carico elementari Z = Coordinata Z N = Sforzo normale Tx = Taglio in dir. X Ty = Taglio in dir. Y Mx = Momento flettente intorno all'asse X My = Momento flettente intorno all'asse Y Mz = Momento flettente intorno all'asse Z Nucleo Liv. Xg

<cm> Yg

<cm> CC Z

<cm> N

<kg> Tx

<kg> Ty

<kg> Mx

<kgm> My

<kgm> Mz

<kgm> 1 1 -0.80 4.72 1 0.00 -82213.30 -8058.79 -1960.40 57041.20 -4660.05 17360.301 1 -0.80 4.72 2 0.00 -74675.70 -7339.92 -2111.02 55061.60 -4503.08 17070.001 1 -0.80 4.72 3 0.00 -82424.90 -7663.63 -9924.31 69174.20 -4648.68 17630.201 1 -0.80 4.72 4 0.00 -28993.40 -8953.01 -1037.50 37618.20 -2346.30 19173.401 1 -0.80 4.72 1 2.64 -82213.30 -8058.79 -1960.40 57041.20 -4660.05 17360.301 1 -0.80 4.72 2 2.64 -74675.70 -7339.92 -2111.02 55061.60 -4503.08 17070.001 1 -0.80 4.72 3 2.64 -82424.90 -7663.63 -9924.31 69174.20 -4648.68 17630.201 1 -0.80 4.72 4 2.64 -28993.40 -8953.01 -1037.50 37618.20 -2346.30 19173.401 2 -0.80 4.72 1 2.64 -72475.10 -3790.28 -3641.30 2602.31 10965.90 -5297.621 2 -0.80 4.72 2 2.64 -70005.10 -4244.95 -3750.17 1794.25 10774.50 -5137.571 2 -0.80 4.72 3 2.64 -72825.90 -4163.07 -9120.79 6883.00 10947.80 -5566.971 2 -0.80 4.72 4 2.64 -18687.40 3879.16 -1131.50 9187.96 4344.83 -9871.331 2 -0.80 4.72 1 5.28 -72475.10 -3790.28 -3641.30 2602.31 10965.90 -5297.621 2 -0.80 4.72 2 5.28 -70005.10 -4244.95 -3750.17 1794.25 10774.50 -5137.571 2 -0.80 4.72 3 5.28 -72825.90 -4163.07 -9120.79 6883.00 10947.80 -5566.971 2 -0.80 4.72 4 5.28 -18687.40 3879.16 -1131.50 9187.96 4344.83 -9871.332 1 1.28 3.80 1 0.00 -94902.70 -19504.70 -1785.65 -1100.76 -9634.57 -1838.982 1 1.28 3.80 2 0.00 -95568.20 -14053.80 -1723.57 -1102.39 -5600.99 -2026.122 1 1.28 3.80 3 0.00 -96079.70 -19839.00 -2892.30 -1049.25 -9124.12 -1846.392 1 1.28 3.80 4 0.00 -35445.80 2340.97 -2287.19 91.73 -11049.80 503.512 1 1.28 3.80 1 2.64 -94902.70 -19504.70 -1785.65 -1100.76 -9634.57 -1838.982 1 1.28 3.80 2 2.64 -95568.20 -14053.80 -1723.57 -1102.39 -5600.99 -2026.122 1 1.28 3.80 3 2.64 -96079.70 -19839.00 -2892.30 -1049.25 -9124.12 -1846.392 1 1.28 3.80 4 2.64 -35445.80 2340.97 -2287.19 91.73 -11049.80 503.512 2 1.28 3.80 1 2.64 -79242.60 6764.43 3974.23 1785.44 23668.00 2981.212 2 1.28 3.80 2 2.64 -79857.30 11518.20 3927.91 1804.58 25078.10 3169.822 2 1.28 3.80 3 2.64 -79510.50 6151.19 4906.31 1606.72 23639.00 2987.242 2 1.28 3.80 4 2.64 -19880.00 -528.72 1822.34 -521.28 248.08 -242.912 2 1.28 3.80 1 5.28 -79242.60 6764.43 3974.23 1785.44 23668.00 2981.212 2 1.28 3.80 2 5.28 -79857.30 11518.20 3927.91 1804.58 25078.10 3169.822 2 1.28 3.80 3 5.28 -79510.50 6151.19 4906.31 1606.72 23639.00 2987.242 2 1.28 3.80 4 5.28 -19880.00 -528.72 1822.34 -521.28 248.08 -242.913 1 2.15 9.35 1 0.00 -44072.10 5348.86 -781.80 -733.11 -9725.29 -4785.533 1 2.15 9.35 2 0.00 -43444.40 13022.50 -847.25 -711.46 -169.18 -4638.093 1 2.15 9.35 3 0.00 -41112.60 5354.43 -776.14 -710.81 -9600.74 -4812.413 1 2.15 9.35 4 0.00 -20678.40 1298.06 577.77 -444.43 -12395.70 -3856.703 1 2.15 9.35 1 2.64 -44072.10 5348.86 -781.80 -733.11 -9725.29 -4785.533 1 2.15 9.35 2 2.64 -43444.40 13022.50 -847.25 -711.46 -169.18 -4638.093 1 2.15 9.35 3 2.64 -41112.60 5354.43 -776.14 -710.81 -9600.74 -4812.413 1 2.15 9.35 4 2.64 -20678.40 1298.06 577.77 -444.43 -12395.70 -3856.703 2 2.15 9.35 1 2.64 -33653.20 8505.20 2680.43 1770.70 -4750.09 1921.613 2 2.15 9.35 2 2.64 -33333.70 14832.10 2730.57 1772.15 -1839.52 1832.523 2 2.15 9.35 3 2.64 -32776.00 8549.92 2653.51 1764.97 -4662.85 1960.423 2 2.15 9.35 4 2.64 -12091.30 3521.24 552.92 1046.66 -3356.63 1871.783 2 2.15 9.35 1 5.28 -33653.20 8505.20 2680.43 1770.70 -4750.09 1921.613 2 2.15 9.35 2 5.28 -33333.70 14832.10 2730.57 1772.15 -1839.52 1832.523 2 2.15 9.35 3 5.28 -32776.00 8549.92 2653.51 1764.97 -4662.85 1960.423 2 2.15 9.35 4 5.28 -12091.30 3521.24 552.92 1046.66 -3356.63 1871.784 1 5.10 4.72 1 0.00 -74537.20 18076.70 339.08 52836.70 544.08 -2728.264 1 5.10 4.72 2 0.00 -76155.90 21446.80 -924.84 54463.70 795.93 -478.034 1 5.10 4.72 3 0.00 -74752.80 17840.70 -6830.98 66813.10 587.06 -3782.574 1 5.10 4.72 4 0.00 -40049.10 -4135.78 4521.76 -382.92 -620.98 2633.744 1 5.10 4.72 1 2.64 -74537.20 18076.70 339.08 52836.70 544.08 -2728.264 1 5.10 4.72 2 2.64 -76155.90 21446.80 -924.84 54463.70 795.93 -478.034 1 5.10 4.72 3 2.64 -74752.80 17840.70 -6830.98 66813.10 587.06 -3782.574 1 5.10 4.72 4 2.64 -40049.10 -4135.78 4521.76 -382.92 -620.98 2633.744 2 5.10 4.72 1 2.64 -42270.20 -14779.80 5164.35 43643.40 -3803.78 17317.704 2 5.10 4.72 2 2.64 -40777.30 -17480.80 4146.45 44557.20 -4434.23 15930.704 2 5.10 4.72 3 2.64 -42697.10 -14480.40 342.55 49089.90 -3844.40 18329.904 2 5.10 4.72 4 2.64 -16180.70 1864.90 4603.54 11377.70 2373.76 3523.224 2 5.10 4.72 1 5.28 -42270.20 -14779.80 5164.35 43643.40 -3803.78 17317.704 2 5.10 4.72 2 5.28 -40777.30 -17480.80 4146.45 44557.20 -4434.23 15930.704 2 5.10 4.72 3 5.28 -42697.10 -14480.40 342.55 49089.90 -3844.40 18329.904 2 5.10 4.72 4 5.28 -16180.70 1864.90 4603.54 11377.70 2373.76 3523.225 1 2.15 0.10 1 0.00 -34302.10 2228.98 -9712.99 3884.27 6028.25 694.885 1 2.15 0.10 2 0.00 -34664.60 9127.14 -9491.82 3887.86 15734.80 1131.065 1 2.15 0.10 3 0.00 -35840.40 2725.11 -12050.00 3944.22 6191.28 432.355 1 2.15 0.10 4 0.00 -16807.80 -1392.83 1192.24 694.92 -798.08 63.545 1 2.15 0.10 1 2.64 -34302.10 2228.98 -9712.99 3884.27 6028.25 694.885 1 2.15 0.10 2 2.64 -34664.60 9127.14 -9491.82 3887.86 15734.80 1131.065 1 2.15 0.10 3 2.64 -35840.40 2725.11 -12050.00 3944.22 6191.28 432.355 1 2.15 0.10 4 2.64 -16807.80 -1392.83 1192.24 694.92 -798.08 63.54

[110]

5 2 2.15 0.10 1 2.64 -38974.90 2058.99 -374.62 -9418.77 2200.86 -723.355 2 2.15 0.10 2 2.64 -39350.50 7256.03 -591.51 -9409.54 5408.42 -1187.275 2 2.15 0.10 3 2.64 -38738.30 2373.83 1329.08 -10194.00 2130.85 -487.575 2 2.15 0.10 4 2.64 -10819.90 -1226.50 -2064.80 -455.77 -20.33 -88.325 2 2.15 0.10 1 5.28 -38974.90 2058.99 -374.62 -9418.77 2200.86 -723.355 2 2.15 0.10 2 5.28 -39350.50 7256.03 -591.51 -9409.54 5408.42 -1187.275 2 2.15 0.10 3 5.28 -38738.30 2373.83 1329.08 -10194.00 2130.85 -487.575 2 2.15 0.10 4 5.28 -10819.90 -1226.50 -2064.80 -455.77 -20.33 -88.326 1 3.35 6.58 1 0.00 -117479.00 1908.98 13901.70 31990.00 1915.13 5243.856 1 3.35 6.58 2 0.00 -122998.00 4159.68 15098.40 36137.40 2067.55 6028.126 1 3.35 6.58 3 0.00 -117296.00 1582.49 10658.00 34649.10 1925.61 4879.956 1 3.35 6.58 4 0.00 -38114.90 10842.60 -2967.14 838.64 1365.40 -1621.196 1 3.35 6.58 1 2.64 -117479.00 1908.98 13901.70 31990.00 1915.13 5243.856 1 3.35 6.58 2 2.64 -122998.00 4159.68 15098.40 36137.40 2067.55 6028.126 1 3.35 6.58 3 2.64 -117296.00 1582.49 10658.00 34649.10 1925.61 4879.956 1 3.35 6.58 4 2.64 -38114.90 10842.60 -2967.14 838.64 1365.40 -1621.196 2 3.35 6.58 1 2.64 -101762.00 1241.45 -7803.16 35619.50 -2239.50 -6174.746 2 3.35 6.58 2 2.64 -105054.00 -678.43 -6463.31 37449.70 -2523.35 -6929.876 2 3.35 6.58 3 2.64 -101831.00 1568.50 -9797.28 36084.20 -2229.76 -5794.386 2 3.35 6.58 4 2.64 -23301.70 -7510.07 -3782.51 3253.74 -3029.41 1376.786 2 3.35 6.58 1 5.28 -101762.00 1241.45 -7803.16 35619.50 -2239.50 -6174.746 2 3.35 6.58 2 5.28 -105054.00 -678.43 -6463.31 37449.70 -2523.35 -6929.876 2 3.35 6.58 3 5.28 -101831.00 1568.50 -9797.28 36084.20 -2229.76 -5794.386 2 3.35 6.58 4 5.28 -23301.70 -7510.07 -3782.51 3253.74 -3029.41 1376.78

Criteri di progetto utilizzati Solette/Platee Generali Controllo resistenza a taglio allo S.L.U. no Calcolo armature con metodo di Wood no Accoppia pilastri per calcolo punzonamento si -Massima distanza come un moltiplicatore dello spessore 1.50Disposizione disegno 2A Particolari nel disegno principale -Eliminare le quotature no -Eliminare le campiture no -Eliminare la numerazione dei pilastri no -Eliminare la numerazione delle travi e dei muri no Particolari nei disegni secondari -Eliminare le quotature si -Eliminare le campiture si -Eliminare la numerazione dei pilastri si -Eliminare la numerazione delle travi e dei muri si Disegno armatura diffusa no Posizione particolari punzonamento In automatico Copriferro per calcolo lunghezza ferri <cm> 3.50Risvoltare al bordo i ferri -Inferiori si -Superiori si Lunghezza risvolti ferri al bordo Pari all'altezza meno due volte il copriferro Disegno particolare ferri al bordo si Scala disegno particolare ferri al bordo 20.00 Specifici 1 Calcestruzzo -Rbk calcestruzzo <kg/cmq> 300.00 -Modulo elastico <kg/cmq> 312202.00 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 249.00 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 18.25 -Gamma c per stati limite ultimi -Automatico x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 97.50 -Resistenza teorica a trazione <kg/cmq> 18.10 -Tauc0 <kg/cmq> 6.00 -Tauc1 <kg/cmq> 18.20 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 -Modulo elastico <kg/cmq> 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.00 -Gamma s per stati limite ultimi -Automatico x -Pari a -Sigma amm. acciaio <kg/cmq> 2600.00 -Sigma amm. reti e tralicci <kg/cmq> 2600.00 Coeff. di omogeneizzazione 15.00 Angolo d'armatura <grad> 0.00 Copriferro teorico superiore <cm> 3.00 Copriferro teorico inferiore <cm> 3.00 Tipo di progetto in doppia armatura -Tensione pari ai valori amm. x -Tensione pari ai valori amm. con AfComp/AfTesa minore o pari a -Tensione pari ai valori amm. con AfComp/AfTesa pari a Min. percentuale di regolamento -Platee di fondazione su suolo elastico No -Solette di elevazione Si Controlla min. armatura di ripartizione No Elenco diametri utilizzabili 1 <mm> 10 Elenco diametri utilizzabili 2 <mm> 12 Elenco diametri utilizzabili 3 <mm> 14 Elenco diametri utilizzabili 4 <mm> 16 Elenco diametri utilizzabili 5 <mm> Elenco diametri utilizzabili 6 <mm> Elenco diametri utilizzabili 7 <mm> Passi utilizzabili -Minimo <cm> 15.00 -Massimo <cm> 30.00 -Incremento <cm> 5.00 Uniformizzazione interassi armatura No -Sempre -Nella stessa direzione -Nella stessa posizione Uniformizzazione diametri armatura No

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-Sempre -Nella stessa direzione -Nella stessa posizione Tipo di ottimizzazione armatura a flessione -Minimizza il numero dei ferri -Minimizza il peso complessivo dei ferri x Fattore di riduzione per ancoraggio ferri 0.70 Lunghezza ancoraggi armature -Calcolata in funzione della Sigmaf x -Imposta come multiplo del diametro Lunghezza ancoraggi ferri punzonamento -Calcolata in funzione della Sigmaf x -Imposta come multiplo del diametro Fattore di riduzione altezza soletta/platea 0.90 Modifica altezza soletta/platea Si Allargamento piastra pilastri in acciaio <cm> 5.00 Distanza dal bordo libero -Distanza come un moltiplicatore dello spessore 1.00 -Distanza imposta a <cm> Tolleranza di posizionamento barre -Distanza come un moltiplicatore dello spessore 0.10 -Distanza imposta a <cm> Elenco diametri utilizzabili 1 <mm> 12 Elenco diametri utilizzabili 2 <mm> 14 Elenco diametri utilizzabili 3 <mm> 16 Elenco diametri utilizzabili 4 <mm> 18 Elenco diametri utilizzabili 5 <mm> 20 Elenco diametri utilizzabili 6 <mm> Elenco diametri utilizzabili 7 <mm> Passi utilizzabili -Minimo <cm> 10.00 -Massimo <cm> 20.00 -Incremento <cm> 2.00 Tipo di ottimizzazione armatura a punzonamento -Minimizza il numero dei ferri x -Minimizza il peso complessivo dei ferri Gruppo di esigenza -Ambiente poco aggressivo x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette No -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante Controllo rapporto X/D No Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto Incremento <%> 30.00 -Tutte le barre in trazione Nuclei Generali Scala disegno nuclei 25.00 Campitura disegno nucleo Rada Quotatura si Tipo di relazione Estesa Specifici 1 Calcestruzzo -Rbk calcestruzzo <kg/cmq> 300.00 -Modulo elastico <kg/cmq> 312202.00 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 249.00 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 18.25 -Gamma c per stati limite ultimi -Automatico x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 97.50 -Resistenza teorica a trazione <kg/cmq> 18.10 -Tauc0 <kg/cmq> 6.00 -Tauc1 <kg/cmq> 18.20 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 -Modulo elastico <kg/cmq> 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.00 -Gamma s per stati limite ultimi -Automatico x -Pari a -Sigma amm. acciaio <kg/cmq> 2600.00 -Sigma amm. reti e tralicci <kg/cmq> 2600.00 Coeff. di omogeneizzazione 15.00 Copriferro <cm> 1.50 Fattore moltiplicativo per calcolo Tau x 1.00 Fattore moltiplicativo per calcolo Tau y 1.00 Fattore di riduzione per ancoraggio ferri 0.70 Lunghezza ancoraggi armature -Calcolata in funzione della Sigma f -Imposta come multiplo del diametro 20.00 Rispetta prescrizioni relative alle pareti anche nei nuclei Si Considera pressoflessione retta per pareti isolate Si Armatura secondo Circ. 65 del 10/04/97 No Lunghezza minima pari a <m> 0.50 Conteggiare le riprese in elevazione Si Conteggiare le riprese in fondazione Si Diametro armatura verticale <mm> 10.00 Passo armatura verticale <cm> 20.00 Diametro armatura orizzontale <mm> 8.00 Passo armatura orizzontale <cm> 20.00 Modalità di completamento armatura verticale -Adattata x -Terminata -Nessuna Tipo di armatura orizzontale -Dritta -Con risvolti di estremità x -A staffa chiusa Armare le pareti corte con staffe Si

[112]

-Se più corte di un multiplo dello spessore pari a x -Se più corte di <cm> Modalità di chiusura estremi liberi delle pareti -Nessuna chiusura x -Chiusura con ferri ad U -Chiusura con staffe Lunghezza armatura di chiusura -Multiplo dello spessore pari a 1.50 -Lunghezza fissa pari a Modalità di chiusura estremi interni delle pareti -Nessuna chiusura x -Chiusura con ferri ad U -Chiusura con staffe Lunghezza armatura di chiusura -Multiplo dello spessore pari a 1.00 -Lunghezza fissa pari a Diametro ferri di collegamento <mm> 6.00 Numero ferri di collegamento (a mq) 6.00 Lunghezza ancoraggio ferri di collegamento <cm> 8.00 Gruppo di esigenza -Ambiente poco aggressivo x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette No -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante Controllo rapporto X/D No Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto Diametro armatura orizzontale <%> 30.00 -Tutte le barre in trazione Verifiche e armature muri Simbologia

CC = numero della combinazione delle CCE per cui si riportano = le sollecitazioni o per cui si è progettata l'armatura = (CC uguale a zero indica che l'armatura progettata è solo un minimo di = regolamento indipendente dalle sollecitazioni e dai carichi, ad esempio Mp) Pos. = coordinata z progressiva (dal piede del pannello) Ng = sforzo normale globale sul pannello (kg) Mxg,Myg = momento flettente globale intorno all'asse X o Y locale (tm) Txg,Tyg = taglio globale in direzione dell'asse X o Y locale (t) Nodo = numero del nodo in cui vengono riportate le sollecitazioni o le armature locali Nl = sforzo normale locale (kg) Mxl = momento flettente locale intorno all'asse X (kgm) �cmax,�cmin = tensione massima o minima nel calcestruzzo, negativa se di compressione (kg/cmq) �max = tensione tangenziale massima (kg/cmq) P.no = piano d'inflessione e progettazione area di ferro = ZY : verifica nel piano individuato dagli assi locali ZY (momento flettente MX - taglio TY) = ZX : verifica nel piano individuato dagli assi locali ZX (momento flettente MY - taglio TX) Af = area di ferro necessaria su entrambi i lati ortogonali al piano sopra riportato = (/m nel piano ZY : area di ferro per ogni metro di muro) TP = tipo di progettazione effettuata per Af: = Mc : minimo di regolamento per compressione semplice = Mp : minimo di regolamento percentuale = Mr : minimo di regolamento = Pn : progettazione per N - M = Pg : Af dovuta alle sollecitazioni globali = Pl : Af dovuta alle sollecitazioni locali = * : aggiunto dopo il simbolo significa che l'armatura = progettata è superiore ai massimi consentiti dal regolamento �fmax,�fmin = tensione massima o minima nell'acciaio, negativa se di compressione (kg/cmq) x = distanza dell'asse neutro dal lembo compresso (cm) Afl = area di ferro locale (ZY) per rinforzo armatura (cmq/m) Lloc. = dimensioni della fascia locale di pannello in cui disporre i rinforzi di armatura (m) Verifiche e armature muri Verifiche e armature nuclei Simbologia

Liv. = Numero del livello Pos. = Posizione (P=Piede, T=Testa) CC = Numero della combinazione delle condizioni di carico elementari N = Sforzo normale Mz = Momento flettente intorno all'asse Z My = Momento flettente intorno all'asse Y �c = Tensione nel calcestruzzo �f = Tensione nel ferro Tx = Taglio parete in dir. X (longitudinale) �x = Tensione tangenziale parete in dir. X (longitudinale) �fo = Tensione nell'armatura orizzontale dir. X (longitudinale) Ty = Taglio parete in dir. Y (trasversale) �y = Tensione tangenziale parete in dir. Y (trasversale) Nucleo 1 Nodi 1 11 -21 21 -25 31 41 -27 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -82213.30 -4660.05 0.00 5.97 0.001 P 1 -82213.30 0.00 57041.20 4.13 0.001 P 2 -74675.70 -4503.08 0.00 5.63 0.001 P 2 -74675.70 0.00 55061.60 3.82 0.001 P 3 -82424.90 -4648.68 0.00 5.97 0.001 P 3 -82424.90 0.00 69174.20 4.41 0.001 P 4 -28993.40 -2346.30 0.00 2.74 9.56

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1 P 4 -28993.40 0.00 37618.20 1.85 0.002 P 1 -72475.10 10965.90 0.00 14.98 318.262 P 1 -72475.10 0.00 2602.31 2.57 0.002 P 2 -70005.10 10774.50 0.00 14.80 323.112 P 2 -70005.10 0.00 1794.25 2.47 0.002 P 3 -72825.90 10947.80 0.00 14.92 313.742 P 3 -72825.90 0.00 6883.00 2.68 0.002 P 4 -18687.40 4344.83 0.00 6.52 227.312 P 4 -18687.40 0.00 9187.96 0.85 0.002 T 1 -72475.10 10965.90 0.00 14.98 318.262 T 1 -72475.10 0.00 2602.31 2.57 0.002 T 2 -70005.10 10774.50 0.00 14.80 323.112 T 2 -70005.10 0.00 1794.25 2.47 0.002 T 3 -72825.90 10947.80 0.00 14.92 313.742 T 3 -72825.90 0.00 6883.00 2.68 0.002 T 4 -18687.40 4344.83 0.00 6.52 227.312 T 4 -18687.40 0.00 9187.96 0.85 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- 8058.79 0.291 P 1 -1960.40 0.07 --- 0.00 0.001 P 2 0.00 0.00 --- 7339.92 0.261 P 2 -2111.02 0.08 --- 0.00 0.001 P 3 0.00 0.00 --- 7663.63 0.281 P 3 -9924.32 0.36 --- 0.00 0.001 P 4 0.00 0.00 --- 8953.01 0.321 P 4 -1037.50 0.04 --- 0.00 0.002 P 1 0.00 0.00 --- 3790.28 0.142 P 1 -3641.30 0.13 --- 0.00 0.002 P 2 0.00 0.00 --- 4244.95 0.152 P 2 -3750.17 0.14 --- 0.00 0.002 P 3 0.00 0.00 --- 4163.07 0.152 P 3 -9120.79 0.33 --- 0.00 0.002 P 4 0.00 0.00 --- -3879.16 0.142 P 4 -1131.50 0.04 --- 0.00 0.002 T 1 0.00 0.00 --- 3790.28 0.142 T 1 -3641.30 0.13 --- 0.00 0.002 T 2 0.00 0.00 --- 4244.95 0.152 T 2 -3750.17 0.14 --- 0.00 0.002 T 3 0.00 0.00 --- 4163.07 0.152 T 3 -9120.79 0.33 --- 0.00 0.002 T 4 0.00 0.00 --- -3879.16 0.142 T 4 -1131.50 0.04 --- 0.00 0.00

Nucleo 2 Nodi 21 23 24 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -94902.70 0.00 -1100.76 8.95 0.001 P 1 -94902.70 -9634.57 0.00 8.39 0.001 P 2 -95568.20 0.00 -1102.39 9.00 0.001 P 2 -95568.20 -5600.99 0.00 7.99 0.001 P 3 -96079.70 0.00 -1049.25 8.96 0.001 P 3 -96079.70 -9124.12 0.00 8.42 0.001 P 4 -35445.80 0.00 91.73 2.87 0.001 P 4 -35445.80 -11049.80 0.00 3.96 0.002 P 1 -79242.60 0.00 1785.44 8.76 0.002 P 1 -79242.60 23668.00 0.00 8.74 0.002 P 2 -79857.30 0.00 1804.58 8.83 0.002 P 2 -79857.30 25078.10 0.00 8.94 0.002 P 3 -79510.50 0.00 1606.72 8.51 0.002 P 3 -79510.50 23639.00 0.00 8.76 0.002 P 4 -19880.00 0.00 -521.28 2.31 0.002 P 4 -19880.00 248.08 0.00 1.56 0.002 T 1 -79242.60 0.00 1785.44 8.76 0.002 T 1 -79242.60 23668.00 0.00 8.74 0.002 T 2 -79857.30 0.00 1804.58 8.83 0.002 T 2 -79857.30 25078.10 0.00 8.94 0.002 T 3 -79510.50 0.00 1606.72 8.51 0.002 T 3 -79510.50 23639.00 0.00 8.76 0.002 T 4 -19880.00 0.00 -521.28 2.31 0.002 T 4 -19880.00 248.08 0.00 1.56 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -1785.65 0.141 P 1 -19504.70 1.57 --- 0.00 0.001 P 2 0.00 0.00 --- -1723.57 0.141 P 2 -14053.80 1.13 --- 0.00 0.001 P 3 0.00 0.00 --- -2892.30 0.231 P 3 -19839.00 1.59 --- 0.00 0.001 P 4 0.00 0.00 --- -2287.19 0.181 P 4 2340.97 0.19 --- 0.00 0.002 P 1 0.00 0.00 --- 3974.23 0.322 P 1 6764.43 0.54 --- 0.00 0.002 P 2 0.00 0.00 --- 3927.91 0.322 P 2 11518.20 0.92 --- 0.00 0.002 P 3 0.00 0.00 --- 4906.31 0.392 P 3 6151.19 0.49 --- 0.00 0.002 P 4 0.00 0.00 --- 1822.34 0.152 P 4 -528.72 0.04 --- 0.00 0.002 T 1 0.00 0.00 --- 3974.23 0.322 T 1 6764.43 0.54 --- 0.00 0.002 T 2 0.00 0.00 --- 3927.91 0.322 T 2 11518.20 0.92 --- 0.00 0.002 T 3 0.00 0.00 --- 4906.31 0.392 T 3 6151.19 0.49 --- 0.00 0.002 T 4 0.00 0.00 --- 1822.34 0.152 T 4 -528.72 0.04 --- 0.00 0.00

Nucleo 3 Nodi 41 -17 44 42

[114]

Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -44072.10 0.00 -733.11 3.16 0.001 P 1 -44072.10 -9725.29 0.00 2.93 0.001 P 2 -43444.40 0.00 -711.46 3.10 0.001 P 2 -43444.40 -169.18 0.00 2.37 0.001 P 3 -41112.60 0.00 -710.81 2.97 0.001 P 3 -41112.60 -9600.74 0.00 2.76 0.001 P 4 -20678.40 0.00 -444.43 1.59 0.001 P 4 -20678.40 -12395.70 0.00 1.80 0.002 P 1 -33653.20 0.00 1770.70 3.68 0.002 P 1 -33653.20 -4750.09 0.00 2.09 0.002 P 2 -33333.70 0.00 1772.15 3.66 0.002 P 2 -33333.70 -1839.52 0.00 1.91 0.002 P 3 -32776.00 0.00 1764.97 3.62 0.002 P 3 -32776.00 -4662.85 0.00 2.04 0.002 P 4 -12091.30 0.00 1046.66 1.91 8.932 P 4 -12091.30 -3356.63 0.00 0.84 0.002 T 1 -33653.20 0.00 1770.70 3.68 0.002 T 1 -33653.20 -4750.09 0.00 2.09 0.002 T 2 -33333.70 0.00 1772.15 3.66 0.002 T 2 -33333.70 -1839.52 0.00 1.91 0.002 T 3 -32776.00 0.00 1764.97 3.62 0.002 T 3 -32776.00 -4662.85 0.00 2.04 0.002 T 4 -12091.30 0.00 1046.66 1.91 8.932 T 4 -12091.30 -3356.63 0.00 0.84 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -781.80 0.041 P 1 5348.86 0.30 --- 0.00 0.001 P 2 0.00 0.00 --- -847.25 0.051 P 2 13022.50 0.74 --- 0.00 0.001 P 3 0.00 0.00 --- -776.14 0.041 P 3 5354.43 0.30 --- 0.00 0.001 P 4 0.00 0.00 --- 577.77 0.031 P 4 1298.06 0.07 --- 0.00 0.002 P 1 0.00 0.00 --- 2680.43 0.152 P 1 8505.20 0.48 --- 0.00 0.002 P 2 0.00 0.00 --- 2730.57 0.152 P 2 14832.10 0.84 --- 0.00 0.002 P 3 0.00 0.00 --- 2653.51 0.152 P 3 8549.92 0.48 --- 0.00 0.002 P 4 0.00 0.00 --- 552.92 0.032 P 4 3521.24 0.20 --- 0.00 0.002 T 1 0.00 0.00 --- 2680.43 0.152 T 1 8505.20 0.48 --- 0.00 0.002 T 2 0.00 0.00 --- 2730.57 0.152 T 2 14832.10 0.84 --- 0.00 0.002 T 3 0.00 0.00 --- 2653.51 0.152 T 3 8549.92 0.48 --- 0.00 0.002 T 4 0.00 0.00 --- 552.92 0.032 T 4 3521.24 0.20 --- 0.00 0.00

Nucleo 4 Nodi 2 12 -22 22 -26 32 42 -28 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -74537.20 544.08 0.00 2.95 0.001 P 1 -74537.20 0.00 52836.70 3.77 0.001 P 2 -76155.90 795.93 0.00 3.17 0.001 P 2 -76155.90 0.00 54463.70 3.86 0.001 P 3 -74752.80 587.06 0.00 2.98 0.001 P 3 -74752.80 0.00 66813.10 4.09 0.001 P 4 -40049.10 -620.98 0.00 1.80 0.001 P 4 -40049.10 0.00 -382.92 1.40 0.002 P 1 -42270.20 -3803.78 0.00 4.46 24.532 P 1 -42270.20 0.00 43643.40 2.44 0.002 P 2 -40777.30 -4434.23 0.00 5.41 55.572 P 2 -40777.30 0.00 44557.20 2.41 0.002 P 3 -42697.10 -3844.40 0.00 4.51 24.852 P 3 -42697.10 0.00 49089.90 2.58 0.002 P 4 -16180.70 2373.76 0.00 3.21 64.772 P 4 -16180.70 0.00 11377.70 0.82 0.002 T 1 -42270.20 -3803.78 0.00 4.46 24.532 T 1 -42270.20 0.00 43643.40 2.44 0.002 T 2 -40777.30 -4434.23 0.00 5.41 55.572 T 2 -40777.30 0.00 44557.20 2.41 0.002 T 3 -42697.10 -3844.40 0.00 4.51 24.852 T 3 -42697.10 0.00 49089.90 2.58 0.002 T 4 -16180.70 2373.76 0.00 3.21 64.772 T 4 -16180.70 0.00 11377.70 0.82 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -18076.70 0.651 P 1 339.08 0.01 --- 0.00 0.001 P 2 0.00 0.00 --- -21446.80 0.771 P 2 -924.84 0.03 --- 0.00 0.001 P 3 0.00 0.00 --- -17840.70 0.641 P 3 -6830.97 0.25 --- 0.00 0.001 P 4 0.00 0.00 --- 4135.78 0.151 P 4 4521.76 0.16 --- 0.00 0.002 P 1 0.00 0.00 --- 14779.80 0.532 P 1 5164.35 0.19 --- 0.00 0.002 P 2 0.00 0.00 --- 17480.80 0.632 P 2 4146.45 0.15 --- 0.00 0.002 P 3 0.00 0.00 --- 14480.40 0.522 P 3 342.55 0.01 --- 0.00 0.002 P 4 0.00 0.00 --- -1864.90 0.072 P 4 4603.54 0.17 --- 0.00 0.002 T 1 0.00 0.00 --- 14779.80 0.53

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2 T 1 5164.35 0.19 --- 0.00 0.002 T 2 0.00 0.00 --- 17480.80 0.632 T 2 4146.45 0.15 --- 0.00 0.002 T 3 0.00 0.00 --- 14480.40 0.522 T 3 342.55 0.01 --- 0.00 0.002 T 4 0.00 0.00 --- -1864.90 0.072 T 4 4603.54 0.17 --- 0.00 0.00

Nucleo 5 Nodi 1 -1 4 2 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -34302.10 0.00 3884.27 7.48 84.941 P 1 -34302.10 6028.25 0.00 2.19 0.001 P 2 -34664.60 0.00 3887.86 7.46 82.621 P 2 -34664.60 15734.80 0.00 2.75 0.001 P 3 -35840.40 0.00 3944.22 7.53 79.121 P 3 -35840.40 6191.28 0.00 2.29 0.001 P 4 -16807.80 0.00 694.92 1.64 0.001 P 4 -16807.80 -798.08 0.00 0.96 0.002 P 1 -38974.90 0.00 -9418.77 21.99 776.512 P 1 -38974.90 2200.86 0.00 2.24 0.002 P 2 -39350.50 0.00 -9409.54 21.94 768.572 P 2 -39350.50 5408.42 0.00 2.43 0.002 P 3 -38738.30 0.00 -10194.00 24.02 900.962 P 3 -38738.30 2130.85 0.00 2.22 0.002 P 4 -10819.90 0.00 -455.77 1.06 0.002 P 4 -10819.90 -20.33 0.00 0.59 0.002 T 1 -38974.90 0.00 -9418.77 21.99 776.512 T 1 -38974.90 2200.86 0.00 2.24 0.002 T 2 -39350.50 0.00 -9409.54 21.94 768.572 T 2 -39350.50 5408.42 0.00 2.43 0.002 T 3 -38738.30 0.00 -10194.00 24.02 900.962 T 3 -38738.30 2130.85 0.00 2.22 0.002 T 4 -10819.90 0.00 -455.77 1.06 0.002 T 4 -10819.90 -20.33 0.00 0.59 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -9712.99 0.551 P 1 2228.98 0.13 --- 0.00 0.001 P 2 0.00 0.00 --- -9491.82 0.541 P 2 9127.15 0.52 --- 0.00 0.001 P 3 0.00 0.00 --- -12050.00 0.681 P 3 2725.11 0.15 --- 0.00 0.001 P 4 0.00 0.00 --- 1192.24 0.071 P 4 -1392.83 0.08 --- 0.00 0.002 P 1 0.00 0.00 --- -374.62 0.022 P 1 2058.99 0.12 --- 0.00 0.002 P 2 0.00 0.00 --- -591.51 0.032 P 2 7256.03 0.41 --- 0.00 0.002 P 3 0.00 0.00 --- 1329.08 0.082 P 3 2373.83 0.13 --- 0.00 0.002 P 4 0.00 0.00 --- -2064.80 0.122 P 4 -1226.50 0.07 --- 0.00 0.002 T 1 0.00 0.00 --- -374.62 0.022 T 1 2058.99 0.12 --- 0.00 0.002 T 2 0.00 0.00 --- -591.51 0.032 T 2 7256.03 0.41 --- 0.00 0.002 T 3 0.00 0.00 --- 1329.08 0.082 T 3 2373.83 0.13 --- 0.00 0.002 T 4 0.00 0.00 --- -2064.80 0.122 T 4 -1226.50 0.07 --- 0.00 0.00

Nucleo 6 Nodi 24 34 -30 54 44 Armatura a flessione Liv. Pos. CC N

<kg> Mz

<kgm> My

<kgm> �c

<kg/cmq> �f

<kg/cmq> 1 P 1 -117479.00 1915.13 0.00 8.90 0.001 P 1 -117479.00 0.00 31990.00 8.77 0.001 P 2 -122998.00 2067.55 0.00 9.39 0.001 P 2 -122998.00 0.00 36137.40 9.35 0.001 P 3 -117296.00 1925.61 0.00 8.91 0.001 P 3 -117296.00 0.00 34649.10 8.92 0.001 P 4 -38114.90 1365.40 0.00 3.72 0.001 P 4 -38114.90 0.00 838.64 2.25 0.002 P 1 -101762.00 -2239.50 0.00 8.36 0.002 P 1 -101762.00 0.00 35619.50 8.09 0.002 P 2 -105054.00 -2523.35 0.00 8.86 0.002 P 2 -105054.00 0.00 37449.70 8.39 0.002 P 3 -101831.00 -2229.76 0.00 8.35 0.002 P 3 -101831.00 0.00 36084.20 8.12 0.002 P 4 -23301.70 -3029.41 0.00 6.50 102.912 P 4 -23301.70 0.00 3253.74 1.55 0.002 T 1 -101762.00 -2239.50 0.00 8.36 0.002 T 1 -101762.00 0.00 35619.50 8.09 0.002 T 2 -105054.00 -2523.35 0.00 8.86 0.002 T 2 -105054.00 0.00 37449.70 8.39 0.002 T 3 -101831.00 -2229.76 0.00 8.35 0.002 T 3 -101831.00 0.00 36084.20 8.12 0.002 T 4 -23301.70 -3029.41 0.00 6.50 102.912 T 4 -23301.70 0.00 3253.74 1.55 0.00


<kg> �x

<kg/cmq> �fo

<kg/cmq> Ty

<kg> �y

<kg/cmq> 1 P 1 0.00 0.00 --- -1908.98 0.111 P 1 13901.70 0.83 --- 0.00 0.001 P 2 0.00 0.00 --- -4159.68 0.251 P 2 15098.40 0.91 --- 0.00 0.001 P 3 0.00 0.00 --- -1582.49 0.101 P 3 10658.00 0.64 --- 0.00 0.001 P 4 0.00 0.00 --- -10842.60 0.65

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1 P 4 -2967.14 0.18 --- 0.00 0.002 P 1 0.00 0.00 --- -1241.45 0.072 P 1 -7803.16 0.47 --- 0.00 0.002 P 2 0.00 0.00 --- 678.43 0.042 P 2 -6463.31 0.39 --- 0.00 0.002 P 3 0.00 0.00 --- -1568.50 0.092 P 3 -9797.28 0.59 --- 0.00 0.002 P 4 0.00 0.00 --- 7510.07 0.452 P 4 -3782.51 0.23 --- 0.00 0.002 T 1 0.00 0.00 --- -1241.45 0.072 T 1 -7803.16 0.47 --- 0.00 0.002 T 2 0.00 0.00 --- 678.43 0.042 T 2 -6463.31 0.39 --- 0.00 0.002 T 3 0.00 0.00 --- -1568.50 0.092 T 3 -9797.28 0.59 --- 0.00 0.002 T 4 0.00 0.00 --- 7510.07 0.452 T 4 -3782.51 0.23 --- 0.00 0.00

Verifiche e armature solette/platee Simbologia

Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo DV = Direzione di verifica XX = Verifica per momento Mxx YY = Verifica per momento Myy CC = Numero della combinazione delle condizioni di carico elementari AfE S = Area di ferro effettiva totale presente nel punto di verifica, superiore AfE I = Area di ferro effettiva totale presente nel punto di verifica, inferiore Mom = Momento flettente �c = Tensione nel calcestruzzo �f = Tensione nel ferro Armatura soletta a quota 0.00 Ferri longitudinali - Verifiche armatura esistente Nodo X

<m> Y

<m> DV CC AfE S

<cmq> AfE I <cmq>

Mom <kgm>

�c <kg/cmq>

�f <kg/cmq>

31 -0.80 7.50 XX 1 7.54 7.54 1520.48 6.84 457.1731 -0.80 7.50 XX 2 7.54 7.54 1578.52 7.10 474.6231 -0.80 7.50 XX 3 7.54 7.54 1512.99 6.80 454.9131 -0.80 7.50 XX 4 7.54 7.54 1489.81 6.70 447.95

-28 5.10 6.48 XX 1 7.54 7.54 -3113.94 14.00 936.28-28 5.10 6.48 XX 2 7.54 7.54 -3065.33 13.78 921.66-28 5.10 6.48 XX 3 7.54 7.54 -3111.59 13.99 935.57-28 5.10 6.48 XX 4 7.54 7.54 -698.83 3.14 210.1211 -0.80 1.48 YY 1 7.54 7.54 2448.32 11.01 736.1411 -0.80 1.48 YY 2 7.54 7.54 2409.51 10.83 724.4711 -0.80 1.48 YY 3 7.54 7.54 2317.37 10.42 696.7711 -0.80 1.48 YY 4 7.54 7.54 1054.89 4.74 317.1821 -0.80 3.80 YY 1 7.54 7.54 -2704.87 12.16 813.2821 -0.80 3.80 YY 2 7.54 7.54 -2650.98 11.92 797.0821 -0.80 3.80 YY 3 7.54 7.54 -2703.47 12.15 812.8621 -0.80 3.80 YY 4 7.54 7.54 -1460.91 6.57 439.25

Armatura soletta a quota 5.28 Ferri longitudinali - Verifiche armatura esistente Nodo X

<m> Y

<m> DV CC AfE S

<cmq> AfE I <cmq>

Mom <kgm>

�c <kg/cmq>

�f <kg/cmq>

-34 -0.80 6.48 XX 1 3.77 3.77 1544.91 32.51 2003.97-34 -0.80 6.48 XX 2 3.77 3.77 1523.49 32.06 1976.18-34 -0.80 6.48 XX 3 3.77 3.77 1542.17 32.45 2000.42-34 -0.80 6.48 XX 4 3.77 3.77 602.38 12.67 781.37-43 5.10 6.48 XX 1 3.77 3.77 -242.44 5.10 314.48-43 5.10 6.48 XX 2 3.77 3.77 -272.20 5.73 353.08-43 5.10 6.48 XX 3 3.77 3.77 -235.41 4.95 305.37-43 5.10 6.48 XX 4 3.77 3.77 -751.41 15.81 974.68-37 1.15 1.48 YY 1 3.77 3.77 1876.72 39.49 2434.38-37 1.15 1.48 YY 2 3.77 3.77 1878.53 39.53 2436.72-37 1.15 1.48 YY 3 3.77 3.77 1954.53 41.12 2535.30-37 1.15 1.48 YY 4 3.77 3.77 227.59 4.79 295.21223 1.15 3.80 YY 1 3.77 3.77 -1177.29 24.77 1527.11223 1.15 3.80 YY 2 3.77 3.77 -1184.62 24.93 1536.61223 1.15 3.80 YY 3 3.77 3.77 -1176.05 24.75 1525.50223 1.15 3.80 YY 4 3.77 3.77 -304.94 6.42 395.55

Verifica pali

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CABINA ELETTRICA

[118]

A) ANALISI DEI CARICHI A) solaio copertura a muretti:

solaio di copertura costituito da una soletta in calcestruzzo dello spessore di 4 cm posata su un manto di tavelloni, sostenuto a sua volta da muretti di spessore 8 cm in mattoni forati, posti ad interasse m 0.80 poggiati sul solaio di sottotetto; quest'ultimo è costituito da un solaio in laterizio armato tipo Bausta, di spessore h = 16+4 cm, con nervature di larghezza cm 10 ed interasse cm 50; per mq si ha:

a) copertura - soletta superiore 0.04 x 2500 x1.06 . . . 106 kg/mq - tavelloni 0.06 x 800 . . . . . . . . . . . . . . 48 " - muretti 0.08 x 0.40 x 1100 : 0.80 . . . . . . . 44 " - manto di copertura in tegole marsigliesi . . . 60 "

----------------------------------------------------------------

totale permanenti copertura 258 Kg/mq

b) sottotetto - soletta superiore 0.04 x 2500 . . . . . . . . 100 kg/mq - nervature 0.10 x 0.16 x 2500 : 0.50 . . . . . . . 80 " - pignatte (0.50-0.10) x 0.16 x 800 : 0.50 . . . . 102 " - intonaco sulla faccia intradossale 0.015 x 1800 . 27 "

-----------------------------------

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----- totale permanenti sottotetto 309

Kg/mq ------------------------

----- TOTALE PERMANENTI 567

" - SOVRACCARICO ACCIDENTALE . . . . . . . . . . . . . . .

150 "

====================== T O T A L E 717

kg/mq

B) gronda:

soletta in c.a. a sbalzo per 20 cm e di spessore cm 12:

- soletta 0.20 x 0.12 x 2500 . . . . . . . . . . . . . 60 kg/ml - scossalina in rame . . . . . . . . . . . . . . . . . . . . 5 " - manto di copertura in tegole marsigliesi 60 x 0.20 . . 30 "


- SOVRACCARICO ACCIDENTALE 150x0.20 . . . . . . . 30 " - INCREMENTO DI AZ. SISMICA VERTICALE 0.4W = 50

“ =======================

T O T A L E 175 kg/ml

Essendo W = peso sismico = 95 + 30 = 125 kg/ml B) CALCOLI DI STABILITA’ SISTEMI DI RIFERIMENTO Le coordinate, i carichi concentrati, i cedimenti, le reazioni vincolari e gli spostamenti dei NODI sono riferiti ad una terna destra cartesiana globale con l'asse Z verticale rivolto verso l'alto.

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I carichi in coordinate locali e le sollecitazioni delle ASTE sono riferite ad una terna destra cartesiana locale così definita: - origine nel nodo iniziale dell'asta; - asse X coincidente con l'asse dell'asta e con verso dal nodo iniziale al nodo finale; - immaginando la trave a sezione rettangolare l'asse Y è parallelo alla base e l'asse Z è parallelo all'altezza. La rotazione dell'asta comporta quindi una rotazione di tutta la terna locale. Si può immaginare la terna locale di un'asta comunque disposta nello spazio come derivante da quella globale dopo una serie di trasformazioni: - una rotazione intorno all'asse Z che porti l'asse X a coincidere con la proiezione dell'asse dell'asta sul piano orizzontale; - una traslazione lungo il nuovo asse X così definito in modo da portare l'origine a coincidere con la proiezione del nodo iniziale dell'asta sul piano orizzontale; - una traslazione lungo l'asse Z che porti l'origine a coincidere con il nodo iniziale dell'asta; - una rotazione intorno all'asse Y così definito che porti l'asse X a coincidere con l'asse dell'asta; - una rotazione intorno all'asse X così definito pari alla rotazione dell'asta. In pratica le travi prive di rotazione avranno sempre l'asse Z rivolto verso l'alto e l'asse Y nel piano del solaio, mentre i pilastri privi di rotazione avranno l'asse Y parallelo all'asse Y globale e l'asse Z parallelo ma controverso all'asse X globale. Da notare quindi che per i pilastri la "base" è il lato parallelo a Y. Le sollecitazioni ed i carichi in coordinate locali negli ELEMENTI BIDIMENSIONALI e nei MURI sono riferiti ad una terna destra cartesiana locale così definita: - origine nel primo nodo dell'elemento; - asse X coincidente con la congiungente il primo ed il secondo nodo dell'elemento; - asse Y definito come prodotto vettoriale fra il versore dell'asse X e il versore della congiungente il primo e il quarto nodo. Asse Z a formare con gli altri due una terna destrorsa. Praticamente un elemento verticale con l'asse X locale coincidente con l'asse X globale ha anche gli altri assi locali coincidenti con quelli globali. ROTAZIONI E MOMENTI Seguendo il principio adottato per tutti i carichi che sono positivi se CONTROVERSI agli assi, anche i momenti concentrati e le rotazioni impresse in coordinate globali risultano positivi se CONTROVERSI al segno positivo delle rotazioni. Il segno positivo dei momenti e delle rotazioni è quello orario per l'osservatore posto nell'origine: X ruota su Y, Y ruota su Z, Z ruota su X. In pratica è sufficiente adottare la regola della mano destra: col pollice rivolto nella direzione dell'asse, la rotazione che porta a chiudere il palmo della mano corrisponde al segno positivo. UNITA` DI MISURA Le unità di misura adottate sono le seguenti: - lunghezze : m - forze : kg - masse : kg massa - temperature : gradi centigradi - angoli : gradi sessadecimali o radianti NORMATIVA DI RIFERIMENTO La normativa di riferimento è la seguente: - Legge n. 64 del 2/2/1974 - Provvedimenti per le costruzioni con particolari prescrizioni per le zone sismiche. - D.M. del 24/1/1986 - Norme tecniche relative alle costruzioni sismiche. - Legge n. 1086 del 5/11/1971 - Norme per la disciplina delle opere di conglomerato cementizio armato, normale e precompresso ed a struttura metallica. - D.M. del 14/2/1992 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture metalliche. - D.M. del 9/1/1996 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture metalliche. - D.M. del 16/1/1996 - Norme tecniche per le costruzioni in zone sismiche. - Circolare n. 21745 del 30/7/1981 - Legge n. 219 del 14/5/1981 - Art. 10 - Istruzioni relative al rafforzamento degli edifici in muratura danneggiati dal sisma. - Regione Autonoma Friuli Venezia Giulia - Legge Regionale n. 30 del 20/6/1977 - Documentazione tecnica per la progettazione e direzione delle opere di riparazione degli edifici - Documento Tecnico n. 2 - Raccomandazioni per la riparazione strutturale degli edifici in muratura. - Norme Tecniche C.N.R. n. 10011-85 del 18/4/1985 - Costruzioni di acciaio - Istruzioni per il calcolo, l'esecuzione, il collaudo e la manutenzione. - Norme Tecniche C.N.R. n. 10025-84 del 14/12/1984 - Istruzioni per il progetto, l'esecuzione ed il controllo delle strutture prefabbricate in conglomerato cementizio e per le strutture costruite con sistemi industrializzati di acciaio - Istruzioni per il calcolo, l'esecuzione, il collaudo e la manutenzione. ELENCO VINCOLI NODI Simbologia Vn = Numero del vincolo nodo Comm. = Commento Sx = Spostamento in dir. X (L=libero, B=bloccato) Sy = Spostamento in dir. Y (L=libero, B=bloccato) Sz = Spostamento in dir. Z (L=libero, B=bloccato) Rx = Rotazione intorno all'asse X (L=libera, B=bloccata) Ry = Rotazione intorno all'asse Y (L=libera, B=bloccata) Rz = Rotazione intorno all'asse Z (L=libera, B=bloccata) RL = Rotazione libera Ly = Lunghezza (dir. Y locale) Lz = Larghezza (dir. Z locale) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Vn Comm. Sx Sy Sz Rx Ry Rz RL Ly Lz Kt <grad> <m> <m> <kg/cmc> ----------------------------------------------------------- 1 Libero L L L L L L 3 El. sew 110001 B B L L L B ELENCO NODI

[121]

Nodi piano terra

Nodi piano copertura

Simbologia Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo Z = Coordinata Z del nodo Imp. = Numero dell'impalcato Vn = Numero del vincolo nodo Nodo X Y Z Imp. Vn Nodo X Y Z Imp. Vn Nodo X Y Z Imp. Vn <m> <m> <m> <m> <m> <m> <m> <m> <m> ---------------------------- ---------------------------- ---------------------------- -30 11.21 2.67 0.00 0 3 -29 9.88 2.67 0.00 0 3 -28 8.54 2.67 0.00 0 3 -27 11.21 1.33 0.00 0 3 -26 9.88 1.33 0.00 0 3 -25 8.54 1.33 0.00 0 3 -24 11.21 0.00 0.00 0 3 -23 11.21 4.00 0.00 0 3 -22 9.88 0.00 0.00 0 3 -21 9.88 4.00 0.00 0 3 -20 8.54 0.00 0.00 0 3 -19 8.54 4.00 0.00 0 3 -18 12.55 2.67 0.00 0 3 -17 12.55 1.33 0.00 0 3 -16 5.42 2.67 0.00 0 3 -15 5.42 1.33 0.00 0 3 -14 5.42 0.00 0.00 0 3 -13 5.42 4.00 0.00 0 3 -12 7.20 2.67 0.00 0 3 -11 3.65 2.67 0.00 0 3 -10 7.20 1.33 0.00 0 3 -1 3.65 1.33 0.00 0 3 1 3.65 4.00 0.00 0 3 2 7.20 4.00 0.00 0 3 3 12.55 4.00 0.00 0 3 4 3.65 0.00 0.00 0 3 5 7.20 0.00 0.00 0 3 6 12.55 0.00 0.00 0 3 101 3.65 4.00 3.70 1 1 102 7.20 4.00 3.70 1 1 103 12.55 4.00 3.70 1 1 104 3.65 0.00 3.70 1 1 105 7.20 0.00 3.70 1 1 106 12.55 0.00 3.70 1 1 ELENCO MATERIALI Simbologia Mat. = Numero del materiale Comm. = Commento P = Peso specifico E = Modulo elastico G = Modulo elastico tangenziale ν = Coeff. di Poisson α = Coeff. di dilatazione termica Mat. Comm. P E G ν α <kg/mc> <kg/cmq> <kg/cmq> ---------------------------------------------------------- 1 Calcestruzzo 2500.00 300000 130000 0.10 1.00E-005

[122]

ELENCO SEZIONI ASTE Simbologia Sez. = Numero della sezione Comm. = Commento Tipo = Tipologia 2C = Doppia C lato labbri 2Cdx = Doppia C lato costola 2I = Doppia I 2L = Doppia L lato labbri 2Ldx = Doppia L lato costole C = C Cdx = C destra Cir. = Circolare Cir.c = Circolare cava I = I L = L Ldx = L destra Om. = Omega Pg = Pi greco Pr = Poligono regolare Prc = Poligono regolare cavo Pc = Per coordinate Ia = Inerzie assegnate R = Rettangolare Rc = Rettangolare cava T = T U = U Ur = U rovescia V = V Vr = V rovescia Z = Z Zdx = Z destra Ts = T stondata Ls = L stondata Cs = C stondata Is = I stondata Dis. = Disegnata Me = Membratura G = Generica T = Trave P = Pilastro Ver. = Verifica prevista N = Nessuna C = Cemento armato A = Acciaio L = Legno B = Base H = Altezza Ma = Numero del materiale C = Numero del criterio di progetto Sez. Comm. Tipo Me Ver. B H Ma C <cm> <cm> ----------------------------------------------------- 2 tr.25x40 R T C 25 40 1 1 3 pil 25x40 R P C 25 40 1 2 4 tr.colleg.fond 70x30 R T C 70 30 1 6 8 tr.sp. 40x20 R T C 40 20 1 4 9 tr.colleg.fond 55x30 R T C 55 30 1 6 ELENCO VINCOLI ASTE Simbologia Va = Numero del vincolo asta Comm. = Commento Tipo = Tipologia N = Standard E = Winkler B = Biella Ni = Sforzo normale nodo iniziale (0=sbloccato, 1=bloccato) Tyi = Taglio in dir. Y locale nodo iniziale (0=sbloccato, 1=bloccato) Tzi = Taglio in dir. Z locale nodo iniziale (0=sbloccato, 1=bloccato) Mxi = Momento intorno all'asse X locale nodo iniziale (0=sbloccato, 1=bloccato) Myi = Momento intorno all'asse Y locale nodo iniziale (0=sbloccato, 1=bloccato) Mzi = Momento intorno all'asse Z locale nodo iniziale (0=sbloccato, 1=bloccato) Nf = Sforzo normale nodo finale (0=sbloccato, 1=bloccato) Tyf = Taglio in dir. Y locale nodo finale (0=sbloccato, 1=bloccato) Tzf = Taglio in dir. Z locale nodo finale (0=sbloccato, 1=bloccato) Mxf = Momento intorno all'asse X locale nodo finale (0=sbloccato, 1=bloccato) Myf = Momento intorno all'asse Y locale nodo finale (0=sbloccato, 1=bloccato) Mzf = Momento intorno all'asse Z locale nodo finale (0=sbloccato, 1=bloccato) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Va Comm. Tipo Ni Tyi Tzi Mxi Myi Mzi Nf Tyf Tzf Mxf Myf Mzf Kt <kg/cmc> ---------------------------------------------------------------------- 1 Inc+Inc N 1 1 1 1 1 1 1 1 1 1 1 1 30 E 3 ELENCO ASTE Numerazione aste piano fondazioni

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Numerazione aste piano copertura

Simbologia Asta = Numero dell'asta N1 = Nodo iniziale N2 = Nodo finale Sez. = Numero della sezione Va = Numero del vincolo asta Par. = Numero dei parametri aggiuntivi Rot. = Rotazione FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Dz1 = Scost. filo fisso Z1 Dz2 = Scost. filo fisso Z2 Asta N1 N2 Sez. Va Par. Rot. FF Dy1 Dy2 Dz1 Dz2 <grad> <cm> <cm> <cm> <cm> ------------------------------------------------------- 1 1 101 3 1 0.00 33 0 0 0 0 2 2 102 3 1 0.00 66 0 0 0 0 3 3 103 3 1 0.00 99 0 0 0 0 4 4 104 3 1 0.00 11 0 0 0 0 5 5 105 3 1 0.00 44 0 0 0 0 6 6 106 3 1 0.00 77 0 0 0 0 101 104 105 2 1 0.00 11 0 0 0 0 101 105 106 2 1 0.00 11 0 0 0 0 102 101 102 2 1 0.00 33 0 0 0 0 102 102 103 2 1 0.00 33 0 0 0 0 103 104 101 8 1 0.00 33 0 0 0 0 104 105 102 8 1 0.00 22 0 0 0 0 105 106 103 8 1 0.00 11 0 0 0 0 401 4 -14 9 30 0.00 11 -15 -15 0 0 401 -14 5 9 30 0.00 11 -15 -15 0 0 401 5 -20 9 30 0.00 11 -15 -15 0 0 401 -20 -22 9 30 0.00 11 -15 -15 0 0 401 -22 -24 9 30 0.00 11 -15 -15 0 0

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401 -24 6 9 30 0.00 11 -15 -15 0 0 402 1 -13 9 30 0.00 33 15 15 0 0 402 -13 2 9 30 0.00 33 15 15 0 0 402 2 -19 9 30 0.00 33 15 15 0 0 402 -19 -21 9 30 0.00 33 15 15 0 0 402 -21 -23 9 30 0.00 33 15 15 0 0 402 -23 3 9 30 0.00 33 15 15 0 0 403 4 -1 4 30 0.00 33 15 15 0 0 403 -1 -11 4 30 0.00 33 15 15 0 0 403 -11 1 4 30 0.00 33 15 15 0 0 404 5 -10 4 30 0.00 22 0 0 0 0 404 -10 -12 4 30 0.00 22 0 0 0 0 404 -12 2 4 30 0.00 22 0 0 0 0 405 6 -17 4 30 0.00 11 -15 -15 0 0 405 -17 -18 4 30 0.00 11 -15 -15 0 0 405 -18 3 4 30 0.00 11 -15 -15 0 0 ELENCO TIPI ELEMENTI BIDIMENSIONALI Simbologia Tb = Numero del tipo muro/elemento bidimensionale Comm. = Commento Tipo = Tipologia F = Flessionale M = Membranale W = Winkler Uso = Utilizzo I = Indefinito P = Parete S = Soletta/Platea N = Nucleo M = Muratura L = Pilastro Mat. = Numero del materiale Crit. = Numero del criterio di progetto Spess. = Spessore Kt = Coeff. di sottofondo su suolo elastico alla Winkler Tb Comm. Tipo Uso Mat. Crit. Spess. Kt <cm> <kg/cmc> --------------------------------------------------- 1 platea 30 cm W S 1 1 30 3 ELENCO ELEMENTI BIDIMENSIONALI Simbologia Bid. = Numero del muro/elemento bidimensionale Tb = Numero del tipo muro/elemento bidimensionale N1 = Nodo 1 N2 = Nodo 2 N3 = Nodo 3 N4 = Nodo 4 FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Bid. Tb N1 N2 N3 N4 FF Dy1 Dy2 Bid. Tb N1 N2 N3 N4 FF Dy1 Dy2 <cm> <cm> <cm> <cm> ------------------------------------ ------------------------------------ 401 1 4 -1 -15 -14 33 0 0 401 1 5 -10 -25 -20 33 0 0 401 1 -14 -15 -10 5 33 0 0 401 1 -1 -11 -16 -15 33 0 0 401 1 -15 -16 -12 -10 33 0 0 401 1 -11 1 -13 -16 33 0 0 401 1 -16 -13 2 -12 33 0 0 401 1 -20 -25 -26 -22 33 0 0 401 1 -22 -26 -27 -24 33 0 0 401 1 -24 -27 -17 6 33 0 0 401 1 -10 -12 -28 -25 33 0 0 401 1 -25 -28 -29 -26 33 0 0 401 1 -26 -29 -30 -27 33 0 0 401 1 -27 -30 -18 -17 33 0 0 401 1 -12 2 -19 -28 33 0 0 401 1 -28 -19 -21 -29 33 0 0 401 1 -29 -21 -23 -30 33 0 0 401 1 -30 -23 3 -18 33 0 0 ELENCO TIPI SOLAI Simbologia Ts = Numero del tipo solaio Comm. = Commento Qp = Carico permanente Qa = Carico accidentale Rip. ter. = Ripartizione su aste terminali Rip. int. = Ripartizione su aste interne s = Coeff. di riduzione φ = Coeff. φ Hs = Altezza solaio Sc = Spessore cappa Crit. = Numero del criterio di progetto Ts Comm. Qp Qa Rip. ter. Rip. int. s φ Hs Sc Crit. <kg/mq> <kg/mq> <cm> <cm> ------------------------------------------------------------------------------- 2 solaio muretti 567.00 150.00 50.00 50.00 0.33 1.00 20 4 1 ELENCO SOLAI Simbologia Sol. = Numero del solaio Ts = Numero del tipo solaio Ord. = Orditura Nodi = Nodi del solaio Sol. Ts Ord. Nodi Sol. Ts Ord. Nodi <grad> <grad> ----------------------------------- ----------------------------------- 0 2 90.00 105 102 103 106 0 2 90.00 104 101 102 105

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CONDIZIONI DI CARICO ELEMENTARI Simbologia CCE = Numero della condizione di carico elementare Comm. = Commento s = Coeff. di riduzione Mx = Moltiplicatore della massa in dir. X My = Moltiplicatore della massa in dir. Y Mz = Moltiplicatore della massa in dir. Z Jpx = Moltiplicatore del momento d'inerzia intorno all'asse X Jpy = Moltiplicatore del momento d'inerzia intorno all'asse Y Jpz = Moltiplicatore del momento d'inerzia intorno all'asse Z CCE Comm. s Mx My Mz Jpx Jpy Jpz -------------------------------------------------- 1 PESO-QPER 1.00 1.00 1.00 0.00 0.00 0.00 1.00 2 qacc 1.00 1.00 1.00 0.00 0.00 0.00 1.00 3 gronde-tamp 1.00 1.00 1.00 0.00 0.00 0.00 1.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 1: PESO-QPER CARICHI DISTRIBUITI Simbologia Asta = Numero dell'asta N1 = Nodo iniziale N2 = Nodo finale S = Numero del solaio di provenienza T = Tipo di carico QA = Carico accidentale da solaio QP = Carico permanente da solaio PP = Peso proprio M = Manuale DC = Direzione del carico XG,YG,ZG = secondo gli assi Globali XL,YL,ZL = secondo gli assi Locali Xi = Distanza iniziale Qi = Carico iniziale Xf = Distanza finale Qf = Carico finale Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf <m> <kg/m> <m> <kg/m> <m> <kg/m> <m> <kg/m> ----------------------------------------------- ----------------------------------------------- 1 1 101 -- PP ZG 0.00 250.00 3.70 250.00 2 2 102 -- PP ZG 0.00 250.00 3.70 250.00 3 3 103 -- PP ZG 0.00 250.00 3.70 250.00 4 4 104 -- PP ZG 0.00 250.00 3.70 250.00 5 5 105 -- PP ZG 0.00 250.00 3.70 250.00 6 6 106 -- PP ZG 0.00 250.00 3.70 250.00 101 104 105 0 QP ZG 0.00 1134.00 3.55 1134.00 101 104 105 -- PP ZG 0.00 250.00 3.55 250.00 101 105 106 0 QP ZG 0.00 1134.00 5.35 1134.00 101 105 106 -- PP ZG 0.00 250.00 5.35 250.00 102 101 102 0 QP ZG 0.00 1134.00 3.55 1134.00 102 101 102 -- PP ZG 0.00 250.00 3.55 250.00 102 102 103 0 QP ZG 0.00 1134.00 5.35 1134.00 102 102 103 -- PP ZG 0.00 250.00 5.35 250.00 103 104 101 -- PP ZG 0.00 200.00 4.00 200.00 104 105 102 -- PP ZG 0.00 200.00 4.00 200.00 105 106 103 -- PP ZG 0.00 200.00 4.00 200.00 401 4 -14 -- PP ZG 0.00 412.50 1.77 412.50 401 -14 5 -- PP ZG 0.00 412.50 1.77 412.50 401 5 -20 -- PP ZG 0.00 412.50 1.34 412.50 401 -20 -22 -- PP ZG 0.00 412.50 1.34 412.50 401 -22 -24 -- PP ZG 0.00 412.50 1.34 412.50 401 -24 6 -- PP ZG 0.00 412.50 1.34 412.50 402 1 -13 -- PP ZG 0.00 412.50 1.77 412.50 402 -13 2 -- PP ZG 0.00 412.50 1.77 412.50 402 2 -19 -- PP ZG 0.00 412.50 1.34 412.50 402 -19 -21 -- PP ZG 0.00 412.50 1.34 412.50 402 -21 -23 -- PP ZG 0.00 412.50 1.34 412.50 402 -23 3 -- PP ZG 0.00 412.50 1.34 412.50 403 4 -1 -- PP ZG 0.00 525.00 1.33 525.00 403 -1 -11 -- PP ZG 0.00 525.00 1.33 525.00 403 -11 1 -- PP ZG 0.00 525.00 1.33 525.00 404 5 -10 -- PP ZG 0.00 525.00 1.33 525.00 404 -10 -12 -- PP ZG 0.00 525.00 1.33 525.00 404 -12 2 -- PP ZG 0.00 525.00 1.33 525.00 405 6 -17 -- PP ZG 0.00 525.00 1.33 525.00 405 -17 -18 -- PP ZG 0.00 525.00 1.33 525.00 405 -18 3 -- PP ZG 0.00 525.00 1.33 525.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 2: qacc CARICHI DISTRIBUITI Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf <m> <kg/m> <m> <kg/m> <m> <kg/m> <m> <kg/m> -------------------------------------------- -------------------------------------------- 101 104 105 0 QA ZG 0.00 300.00 3.55 300.00 101 105 106 0 QA ZG 0.00 300.00 5.35 300.00 102 101 102 0 QA ZG 0.00 300.00 3.55 300.00 102 102 103 0 QA ZG 0.00 300.00 5.35 300.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 3: gronde-tamp CARICHI DISTRIBUITI Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf <m> <kg/m> <m> <kg/m> <m> <kg/m> <m> <kg/m> ---------------------------------------------- ---------------------------------------------- 101 104 105 -- M ZG 0.00 175.00 3.55 175.00 101 105 106 -- M ZG 0.00 175.00 5.35 175.00 102 101 102 -- M ZG 0.00 175.00 3.55 175.00 102 102 103 -- M ZG 0.00 175.00 5.35 175.00 103 104 101 -- M ZG 0.00 175.00 4.00 175.00 105 106 103 -- M ZG 0.00 175.00 4.00 175.00 401 4 -14 -- M ZG 0.00 1225.00 1.77 1225.00 401 -14 5 -- M ZG 0.00 1225.00 1.77 1225.00 401 5 -20 -- M ZG 0.00 1225.00 1.34 1225.00 401 -20 -22 -- M ZG 0.00 1225.00 1.34 1225.00 401 -22 -24 -- M ZG 0.00 1225.00 1.34 1225.00 401 -24 6 -- M ZG 0.00 1225.00 1.34 1225.00 402 1 -13 -- M ZG 0.00 1225.00 1.77 1225.00 402 -13 2 -- M ZG 0.00 1225.00 1.77 1225.00 402 2 -19 -- M ZG 0.00 1225.00 1.34 1225.00 402 -19 -21 -- M ZG 0.00 1225.00 1.34 1225.00 402 -21 -23 -- M ZG 0.00 1225.00 1.34 1225.00 402 -23 3 -- M ZG 0.00 1225.00 1.34 1225.00 403 4 -1 -- M ZG 0.00 1225.00 1.33 1225.00 403 -1 -11 -- M ZG 0.00 1225.00 1.33 1225.00 403 -11 1 -- M ZG 0.00 1225.00 1.33 1225.00 405 6 -17 -- M ZG 0.00 1225.00 1.33 1225.00 405 -17 -18 -- M ZG 0.00 1225.00 1.33 1225.00 405 -18 3 -- M ZG 0.00 1225.00 1.33 1225.00 ELENCO CARICHI ELEMENTI BIDIMENSIONALI CONDIZIONE DI CARICO 1: PESO-QPER

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CARICHI UNIFORMI Simbologia Bid. = Numero del muro/elemento bidimensionale N1 = Nodo1 N2 = Nodo2 N3 = Nodo3 N4 = Nodo4 T = Tipo di carico PP = Peso proprio M = Manuale DC = Direzione del carico G = secondo gli assi Globali L = secondo gli assi Locali Qx = Carico in dir. X Qy = Carico in dir. Y Qz = Carico in dir. Z Bid. N1 N2 N3 N4 T DC Qx Qy Qz <kg/mq> <kg/mq> <kg/mq> -------------------------------------------------- 401 4 -1 -15 -14 PP G 0.00 0.00 750.00 401 5 -10 -25 -20 PP G 0.00 0.00 750.00 401 -14 -15 -10 5 PP G 0.00 0.00 750.00 401 -1 -11 -16 -15 PP G 0.00 0.00 750.00 401 -15 -16 -12 -10 PP G 0.00 0.00 750.00 401 -11 1 -13 -16 PP G 0.00 0.00 750.00 401 -16 -13 2 -12 PP G 0.00 0.00 750.00 401 -20 -25 -26 -22 PP G 0.00 0.00 750.00 401 -22 -26 -27 -24 PP G 0.00 0.00 750.00 401 -24 -27 -17 6 PP G 0.00 0.00 750.00 401 -10 -12 -28 -25 PP G 0.00 0.00 750.00 401 -25 -28 -29 -26 PP G 0.00 0.00 750.00 401 -26 -29 -30 -27 PP G 0.00 0.00 750.00 401 -27 -30 -18 -17 PP G 0.00 0.00 750.00 401 -12 2 -19 -28 PP G 0.00 0.00 750.00 401 -28 -19 -21 -29 PP G 0.00 0.00 750.00 401 -29 -21 -23 -30 PP G 0.00 0.00 750.00 401 -30 -23 3 -18 PP G 0.00 0.00 750.00 ELENCO CARICHI ELEMENTI BIDIMENSIONALI CONDIZIONE DI CARICO 3: gronde-tamp CARICHI UNIFORMI Bid. N1 N2 N3 N4 T DC Qx Qy Qz Bid. N1 N2 N3 N4 T DC Qx Qy Qz <kg/mq> <kg/mq> <kg/mq> <kg/mq> <kg/mq> <kg/mq> ------------------------------------------------- ------------------------------------------------- 401 4 -1 -15 -14 M G 0.00 0.00 1000.00 401 5 -10 -25 -20 M G 0.00 0.00 1000.00 401 -14 -15 -10 5 M G 0.00 0.00 1000.00 401 -1 -11 -16 -15 M G 0.00 0.00 1000.00 401 -15 -16 -12 -10 M G 0.00 0.00 1000.00 401 -11 1 -13 -16 M G 0.00 0.00 1000.00 401 -16 -13 2 -12 M G 0.00 0.00 1000.00 401 -20 -25 -26 -22 M G 0.00 0.00 1000.00 401 -22 -26 -27 -24 M G 0.00 0.00 1000.00 401 -24 -27 -17 6 M G 0.00 0.00 1000.00 401 -10 -12 -28 -25 M G 0.00 0.00 1000.00 401 -25 -28 -29 -26 M G 0.00 0.00 1000.00 401 -26 -29 -30 -27 M G 0.00 0.00 1000.00 401 -27 -30 -18 -17 M G 0.00 0.00 1000.00 401 -12 2 -19 -28 M G 0.00 0.00 1000.00 401 -28 -19 -21 -29 M G 0.00 0.00 1000.00 401 -29 -21 -23 -30 M G 0.00 0.00 1000.00 401 -30 -23 3 -18 M G 0.00 0.00 1000.00 PARAMETRI DI CALCOLO La modellazione della struttura e la rielaborazione dei risultati del calcolo sono stati effettuati con: ModeSt ver. 7.8, prodotto da Tecnisoft s.a.s. - Prato La struttura è stata calcolata utilizzando come solutore agli elementi finiti: Xfinest ver. 8.0, prodotto da Ce.A.S. S.r.l. - Milano Tipo di normativa: tensioni ammissibili Tipo di calcolo: analisi sismica statica Schematizzazione piani rigidi: metodo Master-Slave Modalità di recupero masse secondarie: trasferire all'impalcato più vicino con modifica XY baricentro Opzioni di calcolo: - Sono state considerate infinitamente rigide le zone di connessione fra travi, pilastri ed elementi bidimensionali con una riduzione del 20% - Calcolo con offset rigidi dai nodi: no - Uniformare i carichi variabili: no - Massimizzare i carichi variabili: no - Minimo carico da considerare: 0 <kg/m> - Recupero carichi zone rigide: taglio e momento flettente - Modalità di combinazione momento torcente: disaccoppiare le azioni Opzioni del solutore: - Tipo di elemento bidimensionale: ISOSHELL - Trascura deformabilità a taglio delle aste: No - Analisi dinamica con metodo di Lanczos: No - Check sequenza di Sturm: Si - Soluzione matrice con metodo ver. 5.1: No - Analisi non lineare con Newton modificato: No - Usa formulazione secante per Buckling: No - Trascura Buckling torsionale: No Dati struttura: - Quota di riferimento: 0 <m> - Altezza della struttura: 3.7 <m> - Lato maggiore della struttura: 8.9 <m> - Lato minore della struttura: 4 <m> - Rapporto tra i lati: 2.225 - Periodo fondamentale (T0 ): 0.185 - Coeff. di risposta: 1 Dati di calcolo: - Grado di sismicità: 9 - Coeff. di protezione: 1

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- Coeff. di fondazione: 1 - Coeff. di struttura: 1 - Angolo di ingresso del sisma: 0.00 <grad> CONDIZIONI DI CARICO ELEMENTARI: Simbologia CCE = Numero della condizione di carico elementare Comm. = Commento s = Coeff. di riduzione Mx = Moltiplicatore della massa in dir. X My = Moltiplicatore della massa in dir. Y Mz = Moltiplicatore della massa in dir. Z Jpx = Moltiplicatore del momento d'inerzia intorno all'asse X Jpy = Moltiplicatore del momento d'inerzia intorno all'asse Y Jpz = Moltiplicatore del momento d'inerzia intorno all'asse Z CCE Comm. s Mx My Mz Jpx Jpy Jpz --------------------------------------------------- 1 PESO-QPER 1.00 1.00 1.00 0.00 0.00 0.00 1.00 2 qacc 1.00 1.00 1.00 0.00 0.00 0.00 1.00 3 gronde-tamp 1.00 1.00 1.00 0.00 0.00 0.00 1.00 4 Sisma dir. X -- -- -- -- -- -- -- 5 Sisma dir. Y -- -- -- -- -- -- -- COMBINAZIONI DELLE CCE: Simbologia CC = Numero della combinazione delle condizioni di carico elementari Comm. = Commento An. = Tipo di analisi L = Lineare NL = Non lineare Bk = Buckling S = Si N = No CC Comm. An. Bk 1 2 3 S X S Y ------------------------------------------------------ 1 Carichi verticali L N 1.00 1.00 1.00 0.00 0.00 2 Sisma dir. X L N 1.00 1.00 1.00 1.00 0.00 3 Sisma dir. -X L N 1.00 1.00 1.00 -1.00 0.00 4 Sisma dir. Y L N 1.00 1.00 1.00 0.00 1.00 5 Sisma dir. -Y L N 1.00 1.00 1.00 0.00 -1.00 ELENCO BARICENTRI E MASSE IMPALCATI: Simbologia Imp. = Numero dell'impalcato X = Coordinata X Y = Coordinata Y Z = Coordinata Z Mo = Massa orizzontale Jpz = Momento d'inerzia polare intorno all'asse Z Diff.% = Differenza percentuale della massa rispetto all'impalcato precedente Imp. X Y Z Mo Jpz Diff.% <m> <m> <m> <KG> <KG*mq> ------------------------------------------- 1 8.06 2.00 3.70 3678.63 37499.37 0.00 ELENCO FORZE SISMICHE DI IMPALCATO: Simbologia Imp. = Numero dell'impalcato cx = Coeff. c in dir. X cy = Coeff. c in dir. Y Fx = Forza in dir. X Fy = Forza in dir. Y Imp. cx cy Fx <kg> Fy <kg> ------------------------------ 1 1.00 1.00 2526.12 2526.12 TOTALI FORZE DI PIANO: Fx Fy Fz Mz <kg> <kg> <kg> <kgm> -------------------------- 2526.12 2526.12 0.00 0.00 SPOSTAMENTI RELATIVI MASSIMI ALLE TA: Simbologia N1 = Nodo1 N2 = Nodo2 h = Altezza teorica δ = Spostamento relativo tra i due nodi δ/h = Rapporto (moltiplicato per 1000) tra lo spostamento relativo e l'altezza CC = Numero della combinazione delle condizioni di carico elementari N1 N2 h δ δ/h CC N1 N2 h δ δ/h CC N1 N2 h δ δ/h CC <m> <cm> <m> <cm> <m> <cm> ---------------------------- ---------------------------- ---------------------------- 1 101 3.70 0.38956 1.053 4 2 102 3.70 0.40339 1.090 5 3 103 3.70 0.42378 1.145 5 4 104 3.70 0.38956 1.053 4 5 105 3.70 0.40339 1.090 5 6 106 3.70 0.42378 1.145 5

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TENSIONI SUL TERRENO Simbologia Nodo = Numero del nodo σt = Tensione sul terreno CC = Numero della combinazione delle condizioni di carico elementari Nodo σt CC Nodo σt CC Nodo σt CC Nodo σt CC <kg/cmq> <kg/cmq> <kg/cmq> <kg/cmq> --------------------- --------------------- --------------------- --------------------- -30 Max 0.24 4 -30 Min. 0.23 5 -29 Max 0.2 4 -29 Min. 0.19 5 -28 Max 0.21 4 -28 Min. 0.2 5 -27 Max 0.24 5 -27 Min. 0.23 4 -26 Max 0.2 5 -26 Min. 0.19 4 -25 Max 0.21 5 -25 Min. 0.2 4 -24 Max 0.32 5 -24 Min. 0.28 4 -23 Max 0.32 4 -23 Min. 0.28 5 -22 Max 0.26 5 -22 Min. 0.23 4 -21 Max 0.26 4 -21 Min. 0.23 5 -20 Max 0.29 5 -20 Min. 0.27 4 -19 Max 0.29 4 -19 Min. 0.27 5 -18 Max 0.34 2 -18 Min. 0.32 3 -17 Max 0.34 2 -17 Min. 0.32 3 -16 Max 0.26 4 -16 Min. 0.25 5 -15 Max 0.26 5 -15 Min. 0.25 4 -14 Max 0.35 5 -14 Min. 0.31 4 -13 Max 0.35 4 -13 Min. 0.31 5 -12 Max 0.23 2 -12 Min. 0.23 3 -11 Max 0.29 3 -11 Min. 0.26 2 -10 Max 0.23 2 -10 Min. 0.23 3 -1 Max 0.29 3 -1 Min. 0.26 2 1 Max 0.38 4 1 Min. 0.32 5 2 Max 0.35 4 2 Min. 0.31 5 3 Max 0.46 4 3 Min. 0.4 5 4 Max 0.38 5 4 Min. 0.32 4 5 Max 0.35 5 5 Min. 0.31 4 6 Max 0.46 5 6 Min. 0.4 4 PILASTRI IN C.A. Generali ------------------------------------------------------------------------------------------------- Pilastro prefabbricato No Tipo verifica di stabilità -Per N*Omega-M e per N-c*M (standard) Si -Per N*Omega-c*M (doppia) No -Per N*Omega (sforzo normale e momento nullo) No -Per c*M (momento e sforzo normale nullo) No Max angolo di piegatura ferri <grad> 20.0 Progettazione armatura di ripresa Si Minimizzazione armatura di ripresa No Minimizzazione area di ferro totale nella sezione No Verifiche in relazione Minimizzate Lunghezza ancoraggi -Lunghezza imposta come multiplo del diametro 40.0 Ancoraggi tutti uguali Si Piegatura ancoraggi per discontinuità Si Piegatura ancoraggi ferri di ripresa Si Staffatura a spirale pilastri circolari Si Cambiare le staffe nei nodi appartenenti all'impalcato 0 Se sul nodo incidono elementi Scala disegno sezioni pilastri 25 Scala disegno viste pilastri 50 Creazione tabelle pilastri Si -Tipo di tabella Armature disposte dal basso verso l'alto -Max lunghezza tavole <cm> 70.00 -Max altezza tavole <cm> 50.00 Creazione viste pilastri Si -Disegno ferri dentro pilastro in vista Si -Disegno staffe dentro pilastro in vista Si -Modalità di individuazione ferri -Modalità di indicazione ferri Mediante una tabella -Minimizzazione riferimenti Si Specifici 2 ---------------------------------------------------------------- Calcestruzzo -Rbk calcestruzzo <kg/cmq> 350 -Modulo elastico <kg/cmq> 337216.5 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 290.5 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 20.2 -Gamma c per stati limite ultimi -Automatico x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 110.0 -Resistenza teorica a trazione <kg/cmq> 20.1 -Tauc0 <kg/cmq> 6.7 -Tauc1 <kg/cmq> 19.7 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 -Modulo elastico <kg/cmq> 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.0 -Gamma s per stati limite ultimi -Automatico x -Pari a -Sigma amm. acciaio <kg/cmq> 2600 -Sigma amm. reti e tralicci <kg/cmq> 2600 Coeff. di omogeneizzazione 15.0 Strategia di progetto RETTANG Copriferro reale al bordo staffa <cm> 1.0 Diametro staffa teorica <mm> 8 Continuità dei ferri nei nodi appartenenti all'impalcato 0 No Coeff. Beta in direzione Z locale 1.00 Coeff. Beta in direzione Y locale 1.00 Armatura secondo Circ. 65 del 10/04/97 No -Staffatura interna al nodo -Raffittimento staffe in testa e al piede del pilastro -Passo <cm> Verifiche a pressoflessione deviata No Elenco diametri ferri longitudinali 1 <mm> 16 Elenco diametri ferri longitudinali 2 <mm> 20 Elenco diametri ferri longitudinali 3 <mm> 24 Elenco diametri ferri longitudinali 4 <mm> Elenco diametri ferri longitudinali 5 <mm> Elenco diametri ferri longitudinali 6 <mm>

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Elenco diametri ferri longitudinali 7 <mm> Max distanza fra i ferri su un lato <cm> 30.0 Min. interferro ammissibile <cm> 7.0 Distanza fra i ferri di spigolo <cm> 3.0 Min. numero ferri per pilastri circolari 8 Reggistaffe aggiuntivi sezioni non rettangolari Si Fattore di riduzione Tauc0 per ancoraggio ferri 0.70 Elenco diametri staffe 1 <mm> 8 Elenco diametri staffe 2 <mm> 10 Elenco diametri staffe 3 <mm> Elenco diametri staffe 4 <mm> Elenco diametri staffe 5 <mm> Elenco diametri staffe 6 <mm> Elenco diametri staffe 7 <mm> Passi staffe -Minimo <cm> 4.0 -Massimo <cm> 30.0 -Incremento <cm> 2.0 Tipo di minimizzazione staffatura -Minimizza il numero delle staffe -Minimizza il peso delle staffe x Max distanza fra ferri non collegati <cm> 15.0 Max numero ferri non collegati 2 Collegamento ferri con staffe anziché con spilli Si Ferri orizzontali pareti realizzati con staffe No Quota di alleggerimento n. 1 <m> 3.00 Quota di alleggerimento n. 2 <m> 6.00 Quota di alleggerimento n. 3 <m> 0.00 Quota di alleggerimento n. 4 <m> 0.00 Quota di alleggerimento n. 5 <m> 0.00 Quota di alleggerimento n. 6 <m> 0.00 Quota di alleggerimento n. 7 <m> 0.00 Distanza fra ferri su più strati <cm> 1.0 Integrare lo scorrimento lungo il tratto No -Lunghezza del tratto 1 Gruppo di esigenza -Ambiente poco aggressivo x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette No -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante Controllo rapporto X/D No Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto alla barra più tesa non inferiore al <%> 30.0 -Tutte le barre in trazione TRAVI IN C.A. Generali --------------------------------------------------------------------------------------------------------------- Passo di progettazione <m> 0.30 Tipo di sollecitazioni zone rigide Smorzate Min. angolo per spinte a vuoto <grad> 10.00 Max differenza larghezza travi continue <cm> 5.00 Sequenza di progetto: PFS PRG URG SRG SFA PFA EAT PFP UFA UFS EFB UFA UFS ARF EFI CIF PST Max lunghezza barre <m> 12.00 Arrotondamento lunghezza ferri <cm> 50.00 Lunghezza ferri nei muri d'estremità <m> 1.20 Min. interferro ammissibile <cm> 2.00 Elenco diametri minimizzazione interferri <mm> 16 18 20 22 Riduzione ancoraggi -Nella zona compressa per flessione No -Nei punti inferiori della travata Si Considerare nel calcolo degli ancoraggi i risvolti specificati nei criteri generali di disegno No Interruzione reggistaffe in campata No Modalità di sovrapposizione reggistaffe Per garantire la copertura del momento negativo Modalità di unificazione reggistaffe Solo se la geometria della travata e la lunghezza totale delle barre lo consentono Min. percentuale di regolamento -Per le travi di fondazione No -Per le travi di elevazione Si Min. di armatura a taglio -Per le travi di fondazione Si -Per le travi di elevazione Si Tipo di armatura per taglio (T.A.) Mista Controllo passo e 12Fi Si Min. di regolamento a torsione nell'ala No Min. di regolamento nell'ala No Verifiche a flessione in relazione Minimizzate Verifiche a taglio in relazione Max scorrimento per taglio e torsione Tipo di distribuzione armatura eccedente Ripartita proporzionalmente per flessione, torsione e taglio Scala disegno travi 50 Scala disegno sezioni 25 Campitura sezioni Fitta Disegno sezione travi in falso Si Campitura travi in falso Fitta Campitura muri Rada Tipo di quotatura luci nette trave Con riferimento ai pilastri superiori Lunghezza monconi di pilastro Minimizzata Linee di riferimento quote Si Quotatura zone di staffatura No Quotatura zone di staffatura No Indicazione numero bracci staffe Solo se il numero è maggiore di due Disegno ferri dentro la trave Si Disegno esploso ferri di parete No Distanza fra ferri esplosi <cm> 0.10 Disegno reggistaffe aggiuntivi per travi a T e L Reggistaffe aggiuntivi tipo 3 Posizione staffe esterne In automatico Disegno staffe dentro la sezione Si

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Specifici 1 4 6 --------------------------------------------------------------------------------------------------- Calcestruzzo -Rbk calcestruzzo <kg/cmq> 300 300 250 -Modulo elastico <kg/cmq> 312202.0 312202.0 285000.0 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 249.0 249.0 207.5 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 18.2 18.2 16.2 -Gamma c per stati limite ultimi -Automatico x x x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 97.5 97.5 85.0 -Resistenza teorica a trazione <kg/cmq> 18.1 18.1 16.1 -Tauc0 <kg/cmq> 6.0 6.0 5.3 -Tauc1 <kg/cmq> 18.3 18.3 16.9 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 44 44 -Modulo elastico <kg/cmq> 2.06E+006 2.06E+006 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.0 4300.0 4300.0 -Gamma s per stati limite ultimi -Automatico x x x -Pari a -Sigma amm. acciaio <kg/cmq> 2600 2600 2600 -Sigma amm. reti e tralicci <kg/cmq> 2600 2600 2600 Coeff. di omogeneizzazione 15.0 15.0 15.0 Progetto a pressoflessione Si Si Si -Per tutte le travi -Solo per travi inclinate x x x -Min. angolo per pressoflessione <grad> 10.0 10.0 10.0 -Compressione massima senza progetto a pressoflessione <%> 10.0 10.0 10.0 Progetto a torsione No No No -Trazione senza progetto a torsione<%> Armatura secondo Circ. 65 del 10/04/97 No No No Sollecitazioni complanari ad eventuali elementi bidimensionali No No No Copriferro teorico superiore <cm> 2.0 2.0 2.0 Copriferro teorico inferiore <cm> 2.0 2.0 2.0 Min. momento fittizio agli appoggi Si Si Si -Denominatore 16.0 14.0 14.0 Min. momento fittizio in campata Si Si Si -Denominatore 14.0 16.0 16.0 Usa anche taglio da momento resistente per traslazione momento (S.L.) 10.0 10.0 10.0 Limitare momento traslato al valore max di appoggio (S.L.) No No No Taglio da momento resistente in fondazione (S.L.) No No No Incremento percentuale momento in campata <%> No No No Denominatore per individuazione zona di campata 12.00 12.00 12.00 Fattore di copertura appoggi (0÷1) 0.90 0.70 0.90 Tipo di progetto in doppia armatura (T.A.) -Tensioni pari ai valori amm. x x -Tensioni pari ai valori amm. con AfComp/AfTesa minore o pari a 1.00 -Con AfComp/AfTesa pari a Fattore di riduzione Tauc0 per ancoraggio ferri 0.70 0.70 0.70 Elenco diametri ferri longitudinali 1 <mm> 16 16 16 Elenco diametri ferri longitudinali 2 <mm> Elenco diametri ferri longitudinali 3 <mm> Elenco diametri ferri longitudinali 4 <mm> Elenco diametri ferri longitudinali 5 <mm> Elenco diametri ferri longitudinali 6 <mm> Elenco diametri ferri longitudinali 7 <mm> Max differenza fra diametri nella trave 4 4 8 Max differenza fra diametri ferri accoppiati 4 4 4 Reggistaffe superiori -Numero -Pari a 2.00 2.00 -Max mutua distanza <cm> 20.0 -Diametro -Automatico x -Pari a <mm> -Minimo <mm> 16.0 16.0 Reggistaffe inferiori -Numero -Pari a 2.00 2.00 -Max mutua distanza <cm> 20.0 -Diametro -Automatico x -Pari a <mm> -Minimo <mm> 16.0 16.0 Scorrimento (T.A.) -Percentuale assorbita dalle staffe <%> 100 100 100 -Percentuale assorbita dai ferri piegati <%> 0 0 0 -Percentuale assorbita dai ferri di parete <%> 0 0 0 -Considerare il valore relativo alle staffe come minimo percentuale da adottare No No No Variabilità staffe -Staffe uguali a passo costante -Staffe diverse in tre parti della trave in funzione di Tauc0 x x x -Staffe diverse in tre parti della trave in funzione di un multiplo dell'altezza pari a Variabilità staffe ala -Passi uguali a passi anima x x x -Passi multipli di passi anima -Passi indipendenti da passi anima Min. lunghezza tratto centrale come multiplo dell'altezza della trave 1.10 1.10 1.10 Elenco diametri staffe 1 <mm> 8 8 8 Elenco diametri staffe 2 <mm> 10 10 10 Elenco diametri staffe 3 <mm> Elenco diametri staffe 4 <mm> Elenco diametri staffe 5 <mm> Elenco diametri staffe 6 <mm> Elenco diametri staffe 7 <mm> Elenco numero bracci staffe 1 2 2 2 Elenco numero bracci staffe 2 4 4 Elenco numero bracci staffe 3 Elenco numero bracci staffe 4

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Elenco numero bracci staffe 5 Passi staffe -Minimo <cm> 6.0 5.0 6.0 -Massimo <cm> 30.0 30.0 30.0 -Incremento <cm> 2.0 5.0 2.0 Elementi costanti -Diametro Si Si Si -Passo No No No -Bracci Si Si Si Tipo di minimizzazione staffatura -Minimizza il numero delle staffe x x x -Minimizza il peso delle staffe Lunghezza max del tratto di calcolo scorrimento -Pari al tratto in cui Tau > Tauc0 x x x -Pari a <cm> -Come multiplo dell'altezza pari a Elenco diametri ferri piegati 1 <mm> 16 16 16 Elenco diametri ferri piegati 2 <mm> 20 20 Elenco diametri ferri piegati 3 <mm> Elenco diametri ferri piegati 4 <mm> Elenco diametri ferri piegati 5 <mm> Elenco diametri ferri piegati 6 <mm> Elenco diametri ferri piegati 7 <mm> Angolo di piegatura <grad> 45.0 45.0 45.0 Posizione primo punto di piegatura -Pari al multiplo dell'altezza 0.10 0.10 -Distanza <cm> 5.0 Interasse punti di piegatura -Pari al multiplo dell'altezza 0.90 0.90 -Distanza <cm> 25.0 Tipo di ferri piegati -Solo sagomati -Solo cavallotti -Sia sagomati che cavallotti x x x Ferri di parete Si Si Si -Max distanza fra le barre <cm> 40.0 30.0 100.0 Elenco diametri ferri di parete 1 <mm> 10 16 16 Elenco diametri ferri di parete 2 <mm> 16 20 Elenco diametri ferri di parete 3 <mm> Elenco diametri ferri di parete 4 <mm> Elenco diametri ferri di parete 5 <mm> Elenco diametri ferri di parete 6 <mm> Elenco diametri ferri di parete 7 <mm> Elenco diametri staffe orizzontali 1 <mm> 8 8 8 Elenco diametri staffe orizzontali 2 <mm> 10 10 Elenco diametri staffe orizzontali 3 <mm> Elenco diametri staffe orizzontali 4 <mm> Elenco diametri staffe orizzontali 5 <mm> Elenco diametri staffe orizzontali 6 <mm> Elenco diametri staffe orizzontali 7 <mm> Max differenza fra diametri per unificazioni 4 4 4 Max distanza fra barre per unificazioni <m> 1.0 1.0 1.0 Copriferro per calcolo lunghezza ferri <cm> 3.0 3.0 3.0 Copriferro per calcolo lunghezza staffe <cm> 1.5 1.5 1.5 Risvolto ferri superiori Si Si Si -Pari a <cm> 25.0 25.0 25.0 -Pari all'altezza della trave Risvolto ferri inferiori Si Si Si -Pari a <cm> 25.0 25.0 25.0 -Pari all'altezza della trave Risvolto ferri laterali Si Si Si -Pari a <cm> 25.0 -Pari alla larghezza della trave x x Magrone Si Si Si -Allargamento laterale <cm> 10.0 0.0 10.0 -Altezza <cm> 10.0 20.0 10.0 Copriferro reale al bordo staffa <cm> 2.5 1.0 1.0 Diametro staffa teorica <mm> 8 8 8 Distanza fra ferri su più strati <cm> 1.5 1 1.5 Integrare lo scorrimento lungo il tratto No Si No -Lunghezza del tratto <m> 1.00 Gruppo di esigenza -Ambiente poco aggressivo x x x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette Si Si Si -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante x x x Controllo rapporto X/D Si Si Si Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto alla barra più tesa non inferiore al <%> 30.0 30.0 30.0 -Tutte le barre in trazione SOLETTE/PLATEE Generali ---------------------------------------------------------------------------------------------- Disposizione disegno 2A Particolari nel disegno principale -Eliminare le quotature No -Eliminare le campiture No -Eliminare la numerazione dei pilastri No -Eliminare la numerazione delle travi e dei muri No Particolari nei disegni secondari -Eliminare le quotature Si -Eliminare le campiture Si -Eliminare la numerazione dei pilastri Si -Eliminare la numerazione delle travi e dei muri Si Disegno armatura diffusa No Posizione particolari punzonamento In automatico Copriferro per calcolo lunghezza ferri <cm> 3.5 Risvoltare al bordo i ferri -Inferiori Si -Superiori Si Lunghezza risvolti ferri al bordo Pari all'altezza meno due volte il copriferro

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Disegno particolare ferri al bordo Si Scala disegno particolare ferri al bordo 20 Specifici 1 ---------------------------------------------------------------- Calcestruzzo -Rbk calcestruzzo <kg/cmq> 300 -Modulo elastico <kg/cmq> 312202.0 -Resistenza caratteristica cilindrica (Fck) <kg/cmq> 249.0 -Resistenza caratteristica a trazione (Fctm) <kg/cmq> 18.2 -Gamma c per stati limite ultimi -Automatico x -Pari a -Sigma amm. calcestruzzo <kg/cmq> 97.5 -Resistenza teorica a trazione <kg/cmq> 18.1 -Tauc0 <kg/cmq> 6.0 -Tauc1 <kg/cmq> 18.2 Acciaio -Tipo di acciaio (Fe B 22÷44 k) 44 -Modulo elastico <kg/cmq> 2.06E+006 -Tensione caratteristica di snervamento (Fyk) <kg/cmq> 4300.0 -Gamma s per stati limite ultimi -Automatico x -Pari a -Sigma amm. acciaio <kg/cmq> 2600 -Sigma amm. reti e tralicci <kg/cmq> 2600 Coeff. di omogeneizzazione 15.0 Angolo d'armatura <grad> 0.0 Copriferro teorico superiore <cm> 3.0 Copriferro teorico inferiore <cm> 3.0 Tipo di progetto in doppia armatura -Tensione pari ai valori amm. -Tensione pari ai valori amm. con AfComp/AfTesa minore o pari a 1.00 -Tensione pari ai valori amm. con AfComp/AfTesa pari a Min. percentuale di regolamento -Platee di fondazione su suolo elastico No -Solette di elevazione Si Controlla min. armatura di ripartizione No Elenco diametri utilizzabili 1 <mm> 10 Elenco diametri utilizzabili 2 <mm> 12 Elenco diametri utilizzabili 3 <mm> 14 Elenco diametri utilizzabili 4 <mm> 16 Elenco diametri utilizzabili 5 <mm> Elenco diametri utilizzabili 6 <mm> Elenco diametri utilizzabili 7 <mm> Passi utilizzabili -Minimo <cm> 15.0 -Massimo <cm> 30.0 -Incremento <cm> 5.0 Uniformizzazione interassi armatura No -Sempre -Nella stessa direzione -Nella stessa posizione Uniformizzazione diametri armatura No -Sempre -Nella stessa direzione -Nella stessa posizione Tipo di ottimizzazione armatura a flessione -Minimizza il numero dei ferri -Minimizza il peso complessivo dei ferri x Fattore di riduzione Tauc0 per ancoraggio ferri 1 Lunghezza ancoraggi armature -Calcolata in funzione della Sigmaf x -Imposta come multiplo del diametro Lunghezza ancoraggi ferri punzonamento -Calcolata in funzione della Sigmaf x -Imposta come multiplo del diametro Fattore di riduzione altezza soletta/platea 0.9 Modifica altezza soletta/platea Si Allargamento piastra pilastri in acciaio <cm> 5.0 Distanza dal bordo libero -Distanza come un moltiplicatore dello spessore 1.0 -Distanza imposta a <cm> Tolleranza di posizionamento barre -Distanza come un moltiplicatore dello spessore 0.1 -Distanza imposta a <cm> Elenco diametri utilizzabili 1 <mm> 12 Elenco diametri utilizzabili 2 <mm> 14 Elenco diametri utilizzabili 3 <mm> 16 Elenco diametri utilizzabili 4 <mm> 18 Elenco diametri utilizzabili 5 <mm> 20 Elenco diametri utilizzabili 6 <mm> Elenco diametri utilizzabili 7 <mm> Passi utilizzabili -Minimo <cm> 10.0 -Massimo <cm> 20.0 -Incremento <cm> 2.0 Tipo di ottimizzazione armatura a punzonamento -Minimizza il numero dei ferri x -Minimizza il peso complessivo dei ferri Gruppo di esigenza -Ambiente poco aggressivo x -Ambiente moderatamente aggressivo -Ambiente molto aggressivo Usa dominio N-M per flessioni rette No -Ricerca della sicurezza con sforzo normale costante -Ricerca della sicurezza con eccentricità costante Controllo rapporto X/D No Barre da considerare tese per verifiche a taglio -Solo le barre con deformazione percentuale rispetto Incremento <%> 30.0 -Tutte le barre in trazione

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ARMATURE TRAVI Simbologia Xg = Coordinata progressiva (dal primo nodo) in cui viene effettuato il progetto/verifica CC = Combinazione delle condizioni di carico elementari c = momento fittizio in campata a = momento fittizio agli appoggi A = taglio da classe A TA = momento traslato per taglio da classe A T = momento traslato per taglio e = eccentricità aggiuntiva in caso di compressione o pressoflessione El = Elemento (asta) in cui viene effettuato il progetto/verifica (progressivo sul numero di aste) AfT S = Area di ferro teorica totale strettamente necessaria nel punto di verifica, superiore AfT I = Area di ferro teorica totale strettamente necessaria nel punto di verifica, inferiore AfE S = Area di ferro effettiva totale presente nel punto di verifica, superiore AfE I = Area di ferro effettiva totale presente nel punto di verifica, inferiore CS = Componente di Sollecitazione per cui si riportano le aree di ferro parziali Val. = Valore della sollecitazione indicata AfTP S = Area di ferro teorica parziale strettamente necessaria nella CC considerata, per la sollecitazione indicata, superiore AfTP I = Area di ferro teorica parziale strettamente necessaria nella CC considerata, per la sollecitazione indicata, inferiore AfEP S = Area di ferro effettiva parziale presente nella CC considerata, per la sollecitazione indicata, superiore AfEP I = Area di ferro effettiva parziale presente nella CC considerata, per la sollecitazione indicata, inferiore σf sup = Tensione nel ferro - superiore

σf inf = Tensione nel ferro - inferiore

σc = Tensione nel calcestruzzo X0 = Coordinata progressiva (dal nodo iniziale) dell'inizio del tratto di progettazione X1 = Coordinata progressiva (dal nodo iniziale) della fine del tratto di progettazione AfT St. = Area di ferro teorica della staffatura (d'anima per travi a T o L) Staff. = Staffatura adottata AfE St. = Area di ferro effettiva della staffatura (d'anima per travi a T o L) Sc.Ass. = Scorrimento complessivo assorbito dall'armatura τ T z = τ massima per solo taglio Sc.Ag. = Scorrimento agente complessivo Travata n. 101 Nodi: 104 105 106 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ----------------------------------------------------------------------------------------------------- 0.40 2 1 0.00 1.99 6.03 4.02 My 805.31 0.00 1.50 6.03 3.03 -151.18 746.6 13.4 0.40 2 1 0.00 1.99 6.03 4.02 Tz 1274.59 0.00 0.49 0.00 0.99 1286.82 1.08 2 1 0.00 1.50 6.03 4.02 My 1285.94 0.00 1.50 6.03 4.01 -229.26 906.76 19.49 1.08 2 1 0.00 1.50 6.03 4.02 Tz 6.40 0.00 0.00 0.00 0.01 971.44 3.35 2 1 4.04 1.62 6.03 4.02 My -3596.83 4.04 0.00 6.03 0.00 1777.47 0 64.22 3.35 2 1 4.04 1.62 6.03 4.02 Tz -4209.46 0.00 1.62 0.00 4.02 1046.81 3.75 3 2 5.34 2.04 6.03 4.02 My -4687.89 5.34 0.00 6.03 0.00 2316.65 0 83.7 3.75 3 2 5.34 2.04 6.03 4.02 Tz 5312.35 0.00 2.04 0.00 4.02 1321.07 6.61 3 2 0.00 3.58 4.02 4.02 My 3192.68 0.00 3.57 4.02 4.02 -634.82 2267.15 53.07 6.61 3 2 0.00 3.58 4.02 4.02 Tz -13.40 0.00 0.01 0.00 0.01 2311.78 8.50 1a 2 2.91 0.00 4.02 4.02 My -2621.48 2.91 0.00 4.02 4.02 1858.94 -521.08 43.55 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.40 0.78 0.00 ø8/18 2 br. 5.59 --- 3 2.28 Min. reg 0.78 2.97 0.00 ø8/30 2 br. 3.35 --- 2 4.08 Min. reg 2.97 3.35 0.00 ø8/16 2 br. 6.28 --- 2 4.9 Min. reg 3.75 4.13 5.28 ø8/16 2 br. 6.28 6207.85 3 6.19 5220.19 4.13 8.12 0.00 ø8/30 2 br. 3.35 --- 3 5.37 Min. reg 8.12 8.50 0.00 ø8/18 2 br. 5.59 --- 2 4.56 Min. reg Travata n. 102 Nodi: 101 102 103 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ----------------------------------------------------------------------------------------------------- 0.40 2 1 0.00 1.99 6.03 4.02 My 805.31 0.00 1.50 6.03 3.03 -151.18 746.6 13.4 0.40 2 1 0.00 1.99 6.03 4.02 Tz 1274.59 0.00 0.49 0.00 0.99 1286.82 1.08 2 1 0.00 1.50 6.03 4.02 My 1285.94 0.00 1.50 6.03 4.01 -229.26 906.76 19.49 1.08 2 1 0.00 1.50 6.03 4.02 Tz 6.40 0.00 0.00 0.00 0.01 971.44 3.35 2 1 4.04 1.62 6.03 4.02 My -3596.83 4.04 0.00 6.03 0.00 1777.47 0 64.22 3.35 2 1 4.04 1.62 6.03 4.02 Tz -4209.46 0.00 1.62 0.00 4.02 1046.81 3.75 3 2 5.34 2.04 6.03 4.02 My -4687.89 5.34 0.00 6.03 0.00 2316.65 0 83.7 3.75 3 2 5.34 2.04 6.03 4.02 Tz 5312.35 0.00 2.04 0.00 4.02 1321.07 6.61 3 2 0.00 3.58 4.02 4.02 My 3192.68 0.00 3.57 4.02 4.02 -634.82 2267.15 53.07 6.61 3 2 0.00 3.58 4.02 4.02 Tz -13.40 0.00 0.01 0.00 0.01 2311.78 8.50 1a 2 2.91 0.00 4.02 4.02 My -2621.48 2.91 0.00 4.02 4.02 1858.94 -521.08 43.55 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.40 0.78 0.00 ø8/18 2 br. 5.59 --- 3 2.28 Min. reg 0.78 2.97 0.00 ø8/30 2 br. 3.35 --- 2 4.08 Min. reg 2.97 3.35 0.00 ø8/16 2 br. 6.28 --- 2 4.9 Min. reg

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3.75 4.13 5.28 ø8/16 2 br. 6.28 6207.85 3 6.19 5220.19 4.13 8.12 0.00 ø8/30 2 br. 3.35 --- 3 5.37 Min. reg 8.12 8.50 0.00 ø8/18 2 br. 5.59 --- 2 4.56 Min. reg Travata n. 103 Nodi: 104 101 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ---------------------------------------------------------------------------------------------------- 0.25 5 1 1.79 0.37 6.03 6.03 My -771.67 1.79 0.00 6.03 0.00 817.31 0 35.01 0.25 5 1 1.79 0.37 6.03 6.03 Tz 965.12 0.00 0.37 0.00 6.03 160 1.18 4 1 0.00 1.20 6.03 6.03 My 517.30 0.00 1.20 6.03 6.03 -179.24 536.29 17.91 1.18 4 1 0.00 1.20 6.03 6.03 Tz -1.26 0.00 0.00 0.00 0.00 517.46 3.75 4 1 1.79 0.37 6.03 6.03 My -771.67 1.79 0.00 6.03 0.00 817.31 0 35.01 3.75 4 1 1.79 0.37 6.03 6.03 Tz -965.12 0.00 0.37 0.00 6.03 160 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.25 0.43 0.00 ø8/10 2 br. 10.05 --- 5 1.48 Min. reg 0.43 3.57 0.00 ø8/10 2 br. 10.05 --- 5 1.38 Min. reg 3.57 3.75 0.00 ø8/10 2 br. 10.05 --- 4 1.48 Min. reg Travata n. 104 Nodi: 105 102 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ---------------------------------------------------------------------------------------------------- 0.25 5 1 1.54 0.26 6.03 6.03 My -665.44 1.54 0.00 6.03 0.00 704.79 0 30.19 0.25 5 1 1.54 0.26 6.03 6.03 Tz 685.55 0.00 0.26 0.00 6.03 113.65 3.67 4 1 1.41 0.26 6.03 6.03 My -613.54 1.41 0.00 6.03 0.00 649.82 0 27.83 3.67 4 1 1.41 0.26 6.03 6.03 Tz -670.24 0.00 0.26 0.00 6.03 111.12 3.75 4 1 1.54 0.26 6.03 6.03 My -665.44 1.54 0.00 6.03 0.00 704.79 0 30.19 3.75 4 1 1.54 0.26 6.03 6.03 Tz -685.55 0.00 0.26 0.00 6.03 113.65 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.25 0.43 0.00 ø8/10 2 br. 10.05 --- 5 1.05 Min. reg 0.43 3.57 0.00 ø8/10 2 br. 10.05 --- 4 1 Min. reg 3.57 3.75 0.00 ø8/10 2 br. 10.05 --- 4 1.05 Min. reg Travata n. 105 Nodi: 106 103 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ---------------------------------------------------------------------------------------------------- 0.25 5 1 1.88 0.38 6.03 6.03 My -809.97 1.88 0.00 6.03 0.00 857.87 0 36.75 0.25 5 1 1.88 0.38 6.03 6.03 Tz 992.95 0.00 0.38 0.00 6.03 164.62 2.90 5 1 0.00 1.27 6.03 6.03 My 555.10 0.00 1.27 6.03 6.03 -192.33 575.31 19.22 2.90 5 1 0.00 1.27 6.03 6.03 Tz 0.37 0.00 0.00 0.00 0.00 548.97 3.75 4 1 1.88 0.38 6.03 6.03 My -809.97 1.88 0.00 6.03 0.00 857.87 0 36.75 3.75 4 1 1.88 0.38 6.03 6.03 Tz -992.95 0.00 0.38 0.00 6.03 164.62 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.25 0.43 0.00 ø8/10 2 br. 10.05 --- 5 1.53 Min. reg 0.43 3.57 0.00 ø8/10 2 br. 10.05 --- 4 1.42 Min. reg 3.57 3.75 0.00 ø8/10 2 br. 10.05 --- 4 1.53 Min. reg Travata n. 401 Nodi: 4 -14 5 -20 -22 -24 6 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ---------------------------------------------------------------------------------------------------- 0.40 3 1 0.81 0.00 4.02 4.02 My -512.92 0.73 0.00 3.64 4.02 541.51 -96.5 9.71 0.40 3 1 0.81 0.00 4.02 4.02 Tz -199.14 0.08 0.00 0.38 0.00 523.08 1.23 3 1 0.85 0.00 4.02 4.02 My -595.54 0.85 0.00 4.02 4.02 570.9 -110.29 10.85 1.23 3 1 0.85 0.00 4.02 4.02 Tz 0.19 0.00 0.00 0.00 0.00 551.27 3.35 3 2 0.15 0.67 4.02 4.02 My 471.35 0.00 0.67 0.00 4.02 0 455.59 9.77 3.35 3 2 0.15 0.67 4.02 4.02 Tz 394.89 0.15 0.00 4.02 0.00 98.2 3.75 2 3 0.19 0.92 4.02 4.02 My 639.91 0.00 0.92 0.00 4.02 0 618.52 13.27 3.75 2 3 0.19 0.92 4.02 4.02 Tz -484.66 0.19 0.00 4.02 0.00 120.53 7.56 2 5 1.31 0.00 4.02 4.02 My -879.37 1.27 0.00 3.90 4.02 868.71 -163.67 16.21 7.56 2 5 1.31 0.00 4.02 4.02 Tz -104.11 0.04 0.00 0.12 0.00 846.73 8.50 2 6 0.81 0.00 4.02 4.02 My -470.95 0.67 0.00 3.34 4.02 540.42 -89.74 9.21 8.50 2 6 0.81 0.00 4.02 4.02 Tz 355.30 0.14 0.00 0.68 0.00 522.77 Staffe, sagomati e ferri di parete - Verifiche armatura esistente

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X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.40 0.68 0.00 ø8/18 2 br. 5.59 --- 5 0.2 Min. reg 0.68 3.07 0.00 ø8/22 2 br. 4.57 --- 5 0.27 Min. reg 3.07 3.35 0.00 ø8/16 2 br. 6.28 --- 5 0.34 Min. reg 3.75 4.03 0.00 ø8/16 2 br. 6.28 --- 5 0.37 Min. reg 4.03 8.22 0.00 ø8/22 2 br. 4.57 --- 2 0.31 Min. reg 8.22 8.50 0.00 ø8/18 2 br. 5.59 --- 5 0.34 Min. reg Travata n. 402 Nodi: 1 -13 2 -19 -21 -23 3 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ---------------------------------------------------------------------------------------------------- 0.40 3 1 0.81 0.00 4.02 4.02 My -512.92 0.73 0.00 3.64 4.02 541.51 -96.5 9.71 0.40 3 1 0.81 0.00 4.02 4.02 Tz -199.14 0.08 0.00 0.38 0.00 523.08 1.23 3 1 0.85 0.00 4.02 4.02 My -595.54 0.85 0.00 4.02 4.02 570.9 -110.29 10.85 1.23 3 1 0.85 0.00 4.02 4.02 Tz 0.19 0.00 0.00 0.00 0.00 551.27 3.35 3 2 0.15 0.67 4.02 4.02 My 471.35 0.00 0.67 0.00 4.02 0 455.59 9.77 3.35 3 2 0.15 0.67 4.02 4.02 Tz 394.89 0.15 0.00 4.02 0.00 98.2 3.75 2 3 0.19 0.92 4.02 4.02 My 639.91 0.00 0.92 0.00 4.02 0 618.52 13.27 3.75 2 3 0.19 0.92 4.02 4.02 Tz -484.66 0.19 0.00 4.02 0.00 120.53 7.56 2 5 1.31 0.00 4.02 4.02 My -879.37 1.27 0.00 3.90 4.02 868.71 -163.67 16.21 7.56 2 5 1.31 0.00 4.02 4.02 Tz -104.11 0.04 0.00 0.12 0.00 846.73 8.50 2 6 0.81 0.00 4.02 4.02 My -470.95 0.67 0.00 3.34 4.02 540.42 -89.74 9.21 8.50 2 6 0.81 0.00 4.02 4.02 Tz 355.30 0.14 0.00 0.68 0.00 522.77 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.40 0.68 0.00 ø8/18 2 br. 5.59 --- 4 0.2 Min. reg 0.68 3.07 0.00 ø8/22 2 br. 4.57 --- 4 0.27 Min. reg 3.07 3.35 0.00 ø8/16 2 br. 6.28 --- 4 0.34 Min. reg 3.75 4.03 0.00 ø8/16 2 br. 6.28 --- 4 0.37 Min. reg 4.03 8.22 0.00 ø8/22 2 br. 4.57 --- 2 0.31 Min. reg 8.22 8.50 0.00 ø8/18 2 br. 5.59 --- 4 0.34 Min. reg Travata n. 403 Nodi: 4 -1 -11 1 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ----------------------------------------------------------------------------------------------------- 0.25 5 1 1.10 0.00 4.02 4.02 My -663.64 0.95 0.00 3.46 4.02 732.13 -106.13 11.37 0.25 5 1 1.10 0.00 4.02 4.02 Tz -399.71 0.15 0.00 0.56 0.00 712.5 2.00 3 2 1.64 0.00 4.02 4.02 My -1137.57 1.64 0.00 4.02 4.02 1084.22 -178.23 18.36 2.00 3 2 1.64 0.00 4.02 4.02 Tz 0.00 0.00 0.00 0.00 0.00 1062.67 3.75 4 3 1.10 0.00 4.02 4.02 My -663.64 0.95 0.00 3.46 4.02 732.13 -106.13 11.37 3.75 4 3 1.10 0.00 4.02 4.02 Tz 399.71 0.15 0.00 0.56 0.00 712.5 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.25 0.53 0.00 ø8/18 2 br. 5.59 --- 3 0.28 Min. reg 0.53 3.47 0.00 ø8/22 2 br. 4.57 --- 3 0.18 Min. reg 3.47 3.75 0.00 ø8/16 2 br. 6.28 --- 3 0.28 Min. reg Travata n. 404 Nodi: 5 -10 -12 2 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> --------------------------------------------------------------------------------------------------------- 0.25 2a 1 0.00 1.65 4.02 4.02 My 1140.66 0.00 1.65 4.02 4.02 -178.71 1087.16 18.41 2.00 2 2 2.07 0.00 4.02 4.02 My -1426.83 2.07 0.00 4.02 4.02 1359.91 -223.55 23.02 2.00 2 2 2.07 0.00 4.02 4.02 Tz 0.00 0.00 0.00 0.00 0.00 1340.49 3.75 2a 3 0.00 1.65 4.02 4.02 My 1140.66 0.00 1.65 4.02 4.02 -178.71 1087.16 18.41 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.25 0.53 0.00 ø8/18 2 br. 5.59 --- 4 0.51 Min. reg 0.53 3.47 0.00 ø8/22 2 br. 4.57 --- 2 0.28 Min. reg 3.47 3.75 0.00 ø8/16 2 br. 6.28 --- 5 0.51 Min. reg Travata n. 405 Nodi: 6 -17 -18 3 Ferri longitudinali - Verifiche armatura esistente Xg CC El AfT S AfT I AfE S AfE I CS Val. AfTP S AfTP I AfEP S AfEP I σf sup σf inf σc <m> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq> <kg/cmq> ------------------------------------------------------------------------------------------------------------- 0.25 5 1 1.26 0.00 4.02 4.02 My -669.27 0.96 0.00 3.06 4.02 833.69 -108.57 12.07 0.25 5 1 1.26 0.00 4.02 4.02 Tz -786.14 0.30 0.00 0.97 0.00 813.65 2.00 2 2 2.11 0.00 4.02 4.02 My -1453.33 2.11 0.00 4.02 4.02 1385.16 -227.7 23.45

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2.00 2 2 2.11 0.00 4.02 4.02 Tz 0.00 0.00 0.00 0.00 0.00 1365.75 3.75 4 3 1.26 0.00 4.02 4.02 My -669.27 0.96 0.00 3.06 4.02 833.69 -108.57 12.07 3.75 4 3 1.26 0.00 4.02 4.02 Tz 786.14 0.30 0.00 0.97 0.00 813.65 Staffe, sagomati e ferri di parete - Verifiche armatura esistente X0 X1 AfT St. Staff. AfE St. Sc.Ass. CC τ T z Sc.Ag. <m> <m> <cmq/m> <cmq/m> <kg> <kg/cmq> <kg> ------------------------------------------------------------------ 0.25 0.53 0.00 ø8/18 2 br. 5.59 --- 2 0.5 Min. reg 0.53 3.47 0.00 ø8/22 2 br. 4.57 --- 2 0.32 Min. reg 3.47 3.75 0.00 ø8/16 2 br. 6.28 --- 2 0.5 Min. reg ARMATURE PILASTRI FERRI LONGITUDINALI Zg = quota progressiva globale in cui viene effettuato il progetto/verifica (m) El = elemento (asta) in cui viene effettuato il progetto/verifica (progressivo sul numero di aste costituenti il pilastro) Zl = quota progressiva locale (dal nodo iniziale dell'asta) in cui viene effettuato il progetto/verifica (m) Sez = numero della sezione dell'asta interessata dal progetto/verifica AfTeo = area di ferro teorica nelle due direzioni d'inflessione (complessiva, cioè somma dell'area teorica su ognuno dei due lati) AfEff = area di ferro effettiva totale presente nel punto di progetto/verifica (cmq) CC = numero della combinazione delle CCE per cui viene effettuato il progetto/verifica P.no = piano in cui viene progettata l'area di ferro teorica XY : progetto/verifica nel piano individuato dagli assi locali XY (momento flettente MZ - taglio TY) XZ : progetto/verifica nel piano individuato dagli assi locali XZ (momento flettente MY - taglio TZ) M,My,Mz = momento di verifica (kgm) N = sforzo normale di verifica (kg) σf = tensione massima o minima nell'acciaio (negativa se di compressione) (kg/cmq) σc = tensione massima nel calcestruzzo (negativa se di compressione) (kg/cmq) VERIFICHE DI STABILITA` Z0,Z1 = quote progressive globali iniziali e finali del tratto di pilastro nel quale sono state effettuate le verifiche di stabilità (m) Sn.y,Sn.z = snellezze nei piani di inflessione XZ o XY Om.y,Om.z = coefficienti omega nei piani di inflessione XZ o XY Neul.y,Neul.z = sforzi normali euleriani nei piani di inflessione XZ o XY (kg) Z = quota progressiva globale in cui sono stati valutati i coefficienti c (vedi normativa) CC = numero della combinazione delle CCE per cui sono stati valutati i coefficienti c cy,cz = coefficienti c nei piani di inflessione XZ o XY STAFFE Z0,Z1 = quote progressive globali iniziali e finali del tratto di pilastro nel quale è stata effettuata la progettazione a taglio (m) Lung. = lunghezza del tratto di pilastro (m) Staff. = staffatura adottata (il passo è sempre espresso in cm) AfEff = area di ferro effettiva della staffatura (cmq/m) AfTeo y,AfTeo z = aree di ferro teoriche delle staffature nei piani XZ o XY CC = numero della combinazione delle CCE per cui viene effettuato il progetto/verifica Scorrim. = sforzo di scorrimento (kg), distinto in: y,z : piani XZ o XY (per pilastri circolari viene riportata la sola componente y, che rappresenta lo scorrimento massimo) agente : scorrimento agente assorbito : scorrimento complessivo assorbito dall'armatura presente CC = numero della combinazione delle CCE per cui viene valutato il valore di τ τ = τ massima nella sezione nella direzione dell'asse di flessione Pilastrata 1 Nodi : 1 101 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 3 12.06 5 0.00 -983.25 -3748.27 539.1 -27.1 3.30 1 3.30 3 12.06 4 0.00 -813.15 -3503.96 418.3 -22.5 Dati per verifiche di stabilità Z0 Z1 Sn.y Om.y Neul.y Sn.z Om.z Neul.z ------------------------------------------------------------------------------- 0.00 3.70 32.04 1.00 1294797.00 51.27 1.01 505779.90 Coefficienti utilizzati nelle verifiche Z CC cy cz ---------------------------------- 0.00 5 1.00 1.01 3.30 4 1.00 1.01 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.30 3.30 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 0.9 3.30 1 3.30 3 0.8 ----------------------------- Pilastrata 2 Nodi : 2 102 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 3 12.06 5 0.00 -1261.16 -10661.41 -443.0 -36.4 3.30 1 3.30 3 12.06 3 -1970.42 0.00 -10074.56 -501.2 -38.2 Dati per verifiche di stabilità

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Z0 Z1 Sn.y Om.y Neul.y Sn.z Om.z Neul.z ------------------------------------------------------------------------------- 0.00 3.70 32.04 1.00 1294797.00 51.27 1.01 505779.90 Coefficienti utilizzati nelle verifiche Z CC cy cz ---------------------------------- 0.00 5 1.01 1.02 3.30 3 1.01 1.02 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.30 3.30 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 1.8 3.30 1 3.30 3 1.7 ----------------------------- Pilastrata 3 Nodi : 3 103 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 3 12.06 5 0.00 -1153.22 -5829.29 536.5 -32.3 3.30 1 3.30 3 12.06 2 2783.81 0.00 -5513.71 1287.2 -52.7 Dati per verifiche di stabilità Z0 Z1 Sn.y Om.y Neul.y Sn.z Om.z Neul.z ------------------------------------------------------------------------------- 0.00 3.70 32.04 1.00 1294797.00 51.27 1.01 505779.90 Coefficienti utilizzati nelle verifiche Z CC cy cz ---------------------------------- 0.00 5 1.00 1.01 3.30 2 1.00 1.01 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.30 3.30 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 2 1.7 3.30 1 3.30 2 1.4 ----------------------------- Pilastrata 4 Nodi : 4 104 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 3 12.06 4 0.00 983.25 -3748.27 539.1 -27.1 3.30 1 3.30 3 12.06 5 0.00 813.15 -3503.96 418.3 -22.5 Dati per verifiche di stabilità Z0 Z1 Sn.y Om.y Neul.y Sn.z Om.z Neul.z ------------------------------------------------------------------------------- 0.00 3.70 32.04 1.00 1294797.00 51.27 1.01 505779.90 Coefficienti utilizzati nelle verifiche Z CC cy cz ---------------------------------- 0.00 4 1.00 1.01 3.30 5 1.00 1.01 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.30 3.30 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 0.9 3.30 1 3.30 3 0.8 ----------------------------- Pilastrata 5 Nodi : 5 105 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 3 12.06 4 0.00 1261.16 -10661.41 -443.0 -36.4 3.30 1 3.30 3 12.06 3 -1970.42 0.00 -10074.56 -501.2 -38.2 Dati per verifiche di stabilità Z0 Z1 Sn.y Om.y Neul.y Sn.z Om.z Neul.z ------------------------------------------------------------------------------- 0.00 3.70 32.04 1.00 1294797.00 51.27 1.01 505779.90

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Coefficienti utilizzati nelle verifiche Z CC cy cz ---------------------------------- 0.00 4 1.01 1.02 3.30 3 1.01 1.02 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.30 3.30 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 3 1.8 3.30 1 3.30 3 1.7 ----------------------------- Pilastrata 6 Nodi : 6 106 Ferri longitudinali - Verifica armatura esistente Zg El Zl Sez AfEff CC My Mz N σf σc --------------------------------------------------------------------------------- 0.00 1 0.00 3 12.06 4 0.00 1153.22 -5829.29 536.5 -32.3 3.30 1 3.30 3 12.06 2 2783.81 0.00 -5513.71 1287.2 -52.7 Dati per verifiche di stabilità Z0 Z1 Sn.y Om.y Neul.y Sn.z Om.z Neul.z ------------------------------------------------------------------------------- 0.00 3.70 32.04 1.00 1294797.00 51.27 1.01 505779.90 Coefficienti utilizzati nelle verifiche Z CC cy cz ---------------------------------- 0.00 4 1.00 1.01 3.30 2 1.00 1.01 Staffe - Verifica armatura esistente AfEff AfTeo y AfTeo z Scorrim. y Scorrim. z Scorrim. y Scorrim. z Z0 Z1 Lung. Staff. cmq/m cmq/m cmq/m CC agente CC agente assorbito assorbito ---------------------------------------------------------------------------------------------------------- 0.00 3.30 3.30 ø 8/24 4.19 ------- ------- ---------- ---------- Min. Reg. Min. Reg. ---------------------------------------------------------------------------------------------------------- Tensioni tangenziali Zg El Zl CC τ ----------------------------- 0.00 1 0.00 2 1.7 3.30 1 3.30 2 1.4 ----------------------------- ARMATURE SOLETTE E PLATEE Simbologia Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo DV = Direzione di verifica XX = Verifica per momento Mxx YY = Verifica per momento Myy CC = Numero della combinazione delle condizioni di carico elementari AfE S = Area di ferro effettiva totale presente nel punto di verifica, superiore AfE I = Area di ferro effettiva totale presente nel punto di verifica, inferiore Mom = Momento flettente σc = Tensione nel calcestruzzo

σf = Tensione nel ferro Armatura platea a quota 0.00 - spessore 0.30 Ferri longitudinali - Verifiche armatura esistente Nodo X Y DV CC AfE S AfE I Mom σc σf <m> <m> <cmq> <cmq> <kgm> <kg/cmq> <kg/cmq> ------------------------------------------------------------ -24 11.21 0.00 XX 1 2.62 2.62 -866.90 15.62 1296.4 -24 11.21 0.00 XX 2 2.62 2.62 -1046.00 18.84 1564.23 -24 11.21 0.00 XX 3 2.62 2.62 -687.80 12.39 1028.56 -24 11.21 0.00 XX 4 2.62 2.62 -836.31 15.06 1250.65 -24 11.21 0.00 XX 5 2.62 2.62 -897.49 16.17 1342.14 5 7.20 0.00 XX 1 2.62 2.62 224.68 4.05 336 5 7.20 0.00 XX 2 2.62 2.62 285.33 5.14 426.7 5 7.20 0.00 XX 3 2.62 2.62 164.03 2.95 245.3 5 7.20 0.00 XX 4 2.62 2.62 241.19 4.34 360.69 5 7.20 0.00 XX 5 2.62 2.62 208.17 3.75 311.31 -17 12.55 1.33 YY 1 2.62 2.62 -1088.08 19.6 1627.16 -17 12.55 1.33 YY 2 2.62 2.62 -1138.80 20.51 1703 -17 12.55 1.33 YY 3 2.62 2.62 -1037.37 18.69 1551.32 -17 12.55 1.33 YY 4 2.62 2.62 -968.06 17.44 1447.68 -17 12.55 1.33 YY 5 2.62 2.62 -1208.10 21.76 1806.64

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