I. Indice - Ufficio Territoriale Portuale di Salerno · Ligea – Raddoppio Viadotto Gatto –...

Ligea – Raddoppio Viadotto Gatto – Relazione generale e di calcolo impalcati 1

I. Indice

I. Indice ............................................................................................................................... 1

II. Norme e specifiche .......................................................................................................... 3

1. Premessa ......................................................................................................................... 4

2. Descrizione delle strutture ................................................................................................ 6

3. Caratteristiche dei materiali ............................................................................................ 11

3.1. Conglomerato di classe di resistenza C35/45 ................................................................. 11

3.2. Conglomerato di classe di resistenza C45/55 ................................................................. 11

3.3. Acciaio da c.a. tipo B450C saldabile .............................................................................. 12

3.4. Acciaio per cemento armato precompresso in trefoli ...................................................... 12

3.5. Acciaio da carpenteria metallica S355 (UNI EN 10025-2) .............................................. 12

4. Viadotto esistente ........................................................................................................... 13

4.1. Calcolo delle sollecitazioni prima e dopo l’intervento ...................................................... 13

4.2. Travi per la riduzione della freccia .................................................................................. 15

4.3. Sisma verticale ............................................................................................................... 19

4.4. Considerazioni conclusive .............................................................................................. 22

5. Nuovi impalcati in c.a.p. ................................................................................................. 24

6. Azioni di progetto ........................................................................................................... 27

6.1. Peso proprio della struttura g1 ....................................................................................... 28

6.2. Carichi permanenti portati g2 ......................................................................................... 28

6.3. Ritiro e viscosita’ del calcestruzzo .................................................................................. 28

6.4. Variazioni termiche ......................................................................................................... 28

6.5. Carichi mobili q1 - Incremento dinamico q2 .................................................................... 28

6.6. Azioni longitudinali di frenamento q3 ............................................................................. 29

6.7. Azione centrifuga q4 ...................................................................................................... 30

6.8. Azione del vento q5 ....................................................................................................... 30

6.9. Azioni sismiche q6 ......................................................................................................... 31

6.10. Attrito ai vincoli q7 ................................................................................................... 31

7. Calcolo delle sollecitazioni.............................................................................................. 32

7.1. Travi principali ................................................................................................................ 32

7.2. Soletta ............................................................................................................................ 33

8. Verifiche di resistenza .................................................................................................... 34


8.1. Pressoflessione trave principale ..................................................................................... 34

8.1. Taglio trave principale .................................................................................................... 73

8.2. Soletta ............................................................................................................................ 73

8.3. Sella Gerber ................................................................................................................... 74

9. Deformazioni .................................................................................................................. 75

9.1. Frecce calcolate ............................................................................................................. 75

10. Reazione agli appoggi .................................................................................................... 76

Allegato A – Input modello strutturale ....................................................................................... 78

Allegato B - Output modello strutturale ..................................................................................... 88


II. Norme e specifiche

Nella stesura della presente relazione si sono seguite le indicazioni contenute nella

normativa vigente. In particolare si sono considerate le seguenti normative:

• Legge 5 Novembre 1971 n. 1086 – “Norme per la disciplina delle opere in conglomerato cementizio, normale e precompresso ed a struttura metallica” ;

• Circolare LL.PP. 14 Febbraio 1974 n. 11951 – “Norme per la disciplina delle opere in conglomerato cementizio, normale e precompresso ed a struttura metallica – Istruzioni per l'applicazione” ;

• CNR 10024/84 del 23.11.1984 – “Analisi di strutture mediante elaboratore: impostazione e redazione delle relazioni di calcolo” ;

• D.M. LL.PP. 14 Gennaio 2008 - “Norme tecniche per le costruzioni”;

• Circolare LL.PP. 2 Febbraio 2009 n. 617- Istruzioni per l’applicazione delle “Norme tecniche per le costruzioni” di cui al D.M. 14 gennaio 2008 .


1. Premessa

La presente relazione di calcolo è relativa alle opere d’arte stradali da realizzarsi in

corrispondenza dell’attuale Viadotto Gatto nell’ambito del progetto “Porta Ovest” da

realizzarsi nel Comune di Salerno.

Il progetto stradale prevede l’arrivo al porto con un sistema composto da 4 corsie, due

per senso di marcia. La presenza dell’esistente viadotto Gatto ha vincolato fortemente le

scelte progettuali, in quanto, da un lato vi è l’esigenza di garantire una fluidità al traffico

anche durante le fasi realizzative dell’opera, dall’altro la volontà di realizzare opere

congruenti alla qualità complessiva del progetto, soprattutto da un punto di vista

paesaggistico ed architettonico. La prima esigenza ha fatto escludere la possibilità di

abbattere il viadotto prima dell’inizio dei lavori, il che avrebbe comportato una più ampia

libertà di scelta delle opere a servizio della nuova viabilità. Dopo attente e articolate analisi di

tipo strutturale, paesaggistico e trasportistico, si è deciso di uscire dalla galleria con un

nuovo tratto in viadotto che si vada a raccordare a quello esistente in corrispondenza della

terza campata. Da qui in poi si prevede la realizzazione di muri e telai in c.a. paralleli

all’impalcato esistente, che sostengono le parti di carreggiata eccedenti rispetto alla

piattaforma esistente.

Per la realizzazione di una piattaforma unica, verranno demoliti gli esistenti parapetti in

c.a. e verranno rimossi i pannelli di rivestimento dalle campate interessate dall’intervento.

Per limitare gli effetti delle deformazioni differenziali tra l’impalcato esistente e le nuove

strutture in affiancamento, sotto il transito dei carichi mobili, si è previsto il posizionamento di

un sistema di elementi deformabili costituito da travi metalliche poste sotto l’impalcato,

trasversalmente ad esso ed appoggiate alle nuove strutture. Tali appoggi saranno di tipo

scorrevole multidirezionali, per preservare l’ attuale schema statico del viadotto nei confronti

delle azioni orizzontali.

La parte in viadotto prospiciente la città è mascherata da una piastra a verde

complanare all’impalcato, che si raccorda con la vegetazione della sistemazione definitiva

delle opere agli imbocchi. Strutturalmente, tale piastra è composta da una vasca in c.a. che

contiene il terreno necessario alle piantumazioni previste, sostenuta da un sistema di setti.

La sistemazione planimetrica delle opere descritte è stata scelta anche in base alle esigenze

funzionali del sottostante stazionamento degli autobus e dei marciapiedi.

Le fondazioni di tutte le opere sono di tipo profondo, sia per esigenze di capacità

portante, sia per limitare i cedimenti differenziali tra opere nuove e preesistenti. Il progetto si


completa con l’abbattimento del viadotto Gatto dalla terza campata in avanti, previa la

realizzazione di un sistema di tiranti per evitare il ribaltamento del pulvino a bilancino

esistente.

Dal punto di vista delle analisi strutturali, il progetto è stato redatto secondo le

prescrizioni e le indicazioni delle normative tecniche di cui al paragrafo precedente; in

particolare la progettazione è stata eseguita secondo le nuove “Norme Tecniche sulle

Costruzioni” di cui al D.M. 14.01.2008, avendo adottato la metodologia di verifica agli Stati

Limite.


2. Descrizione delle strutture

Come già accennato, l’intervento prevede la realizzazione di nuovi impalcati in c.a. e

c.a.p. In particolate gli impalcati I1, I2 ed I3 sono in c.a.p. con schema statico di semplice

appoggio, con soletta da 0.30m, che asseconda la curvatura planimetrica. La luce delle travi

in asse appoggio è di 28.7m, oltre ad un retro trave da 0.40m ; esse sono collegate, oltre che

dalla soletta, da un traverso intermedio dello spessore di 0.30m. La sezione trasversale delle

travi utilizzate è del tipo a “V” alta 1.40m, con piattabanda inferiore, che conferisce un

gradevole effetto estetico all’intradosso. A completare l’impalcato ci saranno i due

marciapiedi, la pavimentazione, l’impermeabilizzazione, l’imbottitura per la pendenza

trasversale, le barriere, i parapetti e la velette di chiusura laterale. Gli impalcati I4, I5, I6 ed I7

sono in c.a. gettato in opera con solette, nervate o meno a seconda delle luci di calcolo,

solidali alle sottostrutture in c.a.

Si riportano nel seguito dei disegni tratti dagli elaborati grafici di progetto.


Stato di progetto

I1

I2

I4

I3

I5

I6

I7


Impalcati I1 e I2

Impalcato I3


Impalcato I4

Impalcato I5


Impalcati I6 e I7


3. Caratteristiche dei materiali

3.1. Conglomerato di classe di resistenza C35/45

(per fondazioni, pile, spalle e solette)

- Resistenza caratt. cubica a compressione RCK = 45.0 MPa

- Resistenza caratt. cilindrica a compressione fck = 0.83xRCK = 37.35 MPa

- Resistenza media cilindrica a compressione fcm = fck + 8 = 45.35 MPa

- Resistenza media a trazione semplice fctm = 0.30 x (fCK)2/3 = 3.35 MPa

- Resistenza media caratt. a trazione semplice fctkm = 0.7x fctm = 2.35 MPa

- Resistenza media a trazione per flessione fcfm = 1.2x fctm = 4.02 MPa

- Resistenza di calcolo a compressione fcd = 21.17 MPa

- Resistenza di calcolo a trazione fctd = 1.57 MPa

- Resistenza tangenziale caratt. di aderenza fbk = 5.29 MPa

- Resistenza tangenziale di aderenza di calcolo fbd = 3.53 MPa

- Coefficiente parziale di sicurezza γγγγ c= 1.5

- Modulo elastico (convenzionale) Ec= 22000x[fcm/10]0.3 = 34625 MPa

- Coefficiente di Poisson per cls non fessurato ν = 0.20

- Coefficiente di dilatazione termica α = 10x10-6 °C -1

- Peso dell’unità di volume di cls γ = 24.0 kN/m3

- Peso dell’unità di volume di c.a.o / c.a.p. γ = 25.0 kN/m3

3.2. Conglomerato di classe di resistenza C45/55

(per travi in c.a.p.)

- Resistenza caratt. cubica a compressione RCK = 55.0 MPa

- Resistenza caratt. cilindrica a compressione fck = 0.83xRCK = 45.65 MPa

- Resistenza media cilindrica a compressione fcm = fck + 8 = 53.65 MPa

- Resistenza media a trazione semplice fctm = 0.30 x (fCK)2/3 = 3.35 MPa

- Resistenza media caratt. a trazione semplice fctkm = 0.7x fctm = 2.35 MPa

- Resistenza media a trazione per flessione fcfm = 1.2x fctm = 4.60 MPa

- Resistenza di calcolo a compressione fcd = 25.87 MPa

- Resistenza di calcolo a trazione fctd = 1.79 MPa

- Resistenza tangenziale caratt. di aderenza fbk = 6.03 MPa


- Resistenza tangenziale di aderenza di calcolo fbd = 4.02 MPa

- Coefficiente parziale di sicurezza γγγγ c= 1.5

- Modulo elastico (convenzionale) Ec= 22000x[fcm/10]0.3 = 36416 MPa

- Coefficiente di Poisson per cls non fessurato ν = 0.20

- Coefficiente di dilatazione termica α = 10x10-6 °C -1

- Peso dell’unità di volume di cls γ = 24.0 kN/m3

- Peso dell’unità di volume di c.a.o / c.a.p. γ = 25.0 kN/m3

3.3. Acciaio da c.a. tipo B450C saldabile

(per barre e reti di diametro 6.0mm ≤ Ø ≤ 40.0 mm)

Coefficiente parziale di sicurezza γ s = 1.15

Tensione caratteristica di snervamento f yk ≥ 450 MPa

Tensione caratteristica di rottura f tk ≥ 540 MPa

Allungamento Agt k ≥ 7.5 %

Resistenza di calcolo f yd = 391 MPa

3.4. Acciaio per cemento armato precompresso in tre foli

Coefficiente parziale di sicurezza γ s = 1.15

Tensione caratteristica all’1% di def. totale f p(1)k ≥ 1670 MPa

Tensione caratteristica di rottura f ptk ≥ 1860 MPa

Allungamento Agt ≥ 3.5 %

Resistenza di calcolo f yd = 1409 MPa

3.5. Acciaio da carpenteria metallica S355 (UNI EN 10025-2)

Coefficiente parziale di sicurezza γ M0 = 1.05

Tensione caratteristica allo snervamento f yk = 355 MPa

Tensione caratteristica di rottura f tk = 510 MPa


4. Viadotto esistente

L’ intervento prevede l’eliminazione dei parapetti e dei rivestimenti in c.a. e

l’allargamento della zona carrabile, in alcuni punti, nelle zone attualmente occupate

attualmente dai marciapiedi. Inoltre per limitare la differenza di deformazioni (frecce) tra la

campata del viadotto, sotto il passaggio dei carichi mobili e le nuove strutture in

affiancamento sono previste delle travi in acciaio (HEM 400) trasversali, appoggiate al

sistema di muri e telai in c.a. di nuova realizzazione. Grazie alla loro deformabilità, dette travi

fungono da letto di molle al di sotto delle travi principali; infatti la rigidezza di tali travi è stata

calibrata in modo tale da garantire comunque alla struttura la possibilità di deformarsi,

evitando l’insorgere di momenti negativi dannosi per le travi in c.a.p..

4.1. Calcolo delle sollecitazioni prima e dopo l’in tervento

Il peso proprio delle travi principali resta inalterato, mentre da un lato diminuiscono i

carichi permanenti non strutturali e dall’altro aumentano i carichi mobili dovuti al traffico

veicolare. Si dimostra nel seguito che le sollecitazioni nella nuova configurazione, calcolate

secondo la normativa vigente, sono inferiori di quelle attualmente agenti sulle strutture.

B=11.0m larghezza;

L=41.10m luce di calcolo;

b1=2.5 m interasse travi;

l1=13m interasse traversi;

b=3.75m semilarghezza impalcato;

Jp=1.1563 m4 momento d’inerzia trave;

JTP=0.0729117 m4 momento d’inerzia polare trave;

JE=0.68808 m4 momento d’inerzia traverso;

JTE=0.0274845 m4 momento d’inerzia polare traverso;

ρp/ ρE =(ExJp/b1)/(ExJE/l1)=8.7385;

θ=(b/L)x(ρp/ ρE)0.25= 0.15687<0.3 parametro di irrigidimento;

E’ possible ipotizzare una deformata trasversale rettilinea ed utilizzare il metodo di

calcolo di Courbon.


4.1.1. Condizione attuale

Carichi permanenti portati dalla singola trave (a meno della pavimentazione stradale)

M=65.1x41.12/8/4=3436 kNm;

T=65.1x41.1/2/4=334kN;

Carichi mobili nella configurazione più gravose (metodo di Courbon)

M=7745 kNm;

T=757 kN;

Combinazione SLU

M=15610 kNm;

T=1523 kN;

Combinazione SLE rara

M=11181 kNm;

T=1091 kN;

4.1.1. Condizione di progetto

Carichi permanenti portati dalla singola trave (in eccesso rispetto alla pavimentazione

stradale)

M=1.625x41.12/8=343 kNm;

T=1.625x41.1/2=33 kN;

Carichi mobili nella configurazione più gravosa (metodo di Courbon)

M=10808 kNm;

T=1052 kN;

Combinazione SLU

M=15105 kNm<15610 kNm;

T=1487kN<1523 kN;

Combinazione SLE rara

M=11151 kNm<11181 kNm;

T=1085 kN<1091 kN.

Si evince che le sollecitazioni di massimo momento in mezzeria e massimo taglio

all’appoggio per la trave più sollecitata e per tutte le combinazioni di carico, si riducono

sempre passando dalla condizione attuale a quella di progetto. Inoltre , a vantaggio di

sicurezza è stato del tutto ignorato il contributo benefico fornito all’impalcato dal letto di

molle.


Per la verifica in trasversale degli sbalzi delle solette, come anche per altre verifiche

locali sulle membrature esistenti, si rimanda alla fase di progettazione esecutiva, per la quale

verranno eseguite tutte le indagini conoscitive necessarie per potere effettuare dette

verifiche.

4.2. Travi per la riduzione della freccia

Per il dimensionamento del sistema elastico da posizionare al di soto dell’impalcato

per la riduzione della freccia indotta dai carichi mobili, è stato utilizzato un modello di calcolo

agli elementi finiti realizzato con il programma MIDAS GEN 7.41”, prodotto da Midas

Information Technology Co., Ltd (Corea). Di seguito si riportano i risultati tratti dalle analisi

effettuate.

Spostamenti verticali massimi indotti dai soli carichi mobili


Reazioni vincolari verticali massime indotte dai soli carichi mobili

Minimi momenti negativi indotti dai soli carichi mobili


Come si evince dai risultati delle analisi, il massimo spostamento verticale in

corrispondenza della soletta è pari a circa 5 mm, che risulta assolutamente tollerabile dal

giunto longitudinale posto tra impalcato e strutture adiacenti.

Gli spostamenti relativi vericali dovuti ai casi in cui il viadotto esistente risulti scarico e

risultino caricati gli impalcati adiacenti sono decisamente inferiori, in quanto le nuove

strutture in affiancamento, prevedono sempre, dal lato del giunto longitudinale, una trave in

c.a. 1.00x4.00m avente luce netta di 15.25m. Nelle ipotesi semplificate, ma molto più severe

di quelle reali, di schema semplicemente appoggiato e trave isolata, non collaborante con il

resto della struttura, con la corsia di carico più gravosa gravante interamente su di essa, si

ottiene un valore della freccia inferiore al millimetro come di seguito riportato:

q1k=9x3=27 kNm carico q1k distribuito;

Q1k=600 kN carico concentrato (considerando i due assi coincidenti);

I=1x43/12=5.333m4 momento d’inerzia;

L=15.25m luce di calcolo;

E=34625 MPa modulo elastico;

f(freccia)=(5/384)xqxL4/(EI)+(1/24)xQxL3/(EI)=0.00010+0.00048m=0.5mm.

La reazione vincolare massima della trave HEM 400 adottata per la realizzazione del

vincolo elastico è di 540kN. Il momento minimo negativo, pari a -486 kNm, non desta alcun

disturbo alla travata, in quanto addirittura inferiore al momento positivo indotto dalla sola

pavimentazione stradale (1584 kNm). Si ricorda, che il sistema di vincolo elastico si pone in

opera quando la trave principale ha già scontato abbondantemente le deformazioni lente

dovute al creep ed al ritiro, pertanto lo schema statico per i carichi da peso proprio e

permanenti, continua ad essere quello di trave in semplice appoggio, senza la presenza dei

vincoli elastici. In ogni caso i dispositivi di appoggio avranno dei sistemi di regolazione del

carico atti a controllare e correggere eventuali scostamenti rispetto alle previsioni progettuali.

Per valutare la forza con la quale caricare gli appoggi multidirezionali delle HEM400,

si è condotta un’analisi di Time History, modellando il transito di un mezzo pesante che

transita sull’impalcato ad una certa velocità e calcolando la massima reazione di trazione

nell’appoggio dell’HEM a causa delle vibrazioni dell’impalcato. In base a ciò si valutata la

forza di precarico da imprimere all’appoggio al fine di evitare il sollevamento dello stesso per

effetto delle vibrazioni indotte dal transito veicolare.


Minime reazioni indotte dalle vibrazionii

La reazione minima è pari a 12.6 kN, pertanto si e scelto di dare all’appoggio un

carico iniziale di 20kN.

Le caratteristiche di sollecitazione massime in esercizio della parte a sbalzo della

trave metallica HEM400 son pari a:

T=540+20=560 kN;

M=560x1.55=868 kNm.

Verifica di resistenza in campo elastico (SLU):

TEd=560x1.5=840 kN;

MEd=868x1.5=1302 kNm;

σEd=MEd/Wel=1.302/0.004820=270.12 MPa;

τEd=TEd/At=0.840/0.0110=76.36 MPa;

σEd2+3 τEd

2=90457<(fyk/γM0)2=114308.

Deformabilità (SLE):

δ=FxL3/(3EI)=0.560x1.553/(3x210000x0.00104119)=0.0032m=2L/968<2L/250.


4.3. Sisma verticale

L’inserimento del letto di molle e la riduzione delle masse permanenti, induce nella

struttura una variazione del suo comportamento dei confronti della sola azione sismica

verticale. Infatti, come già accennato, le modifiche introdotte non influenzano il

comportamento del viadotto esistente al riguardo delle azioni orizzontali in quanto lo schema

statico del viadotto coincide con quello originario ed inoltre si ha un benefico effetto dovuto

alla riduzione delle masse sismiche a seguito della demolizione dei parapetti e dei pannelli di

rivestimento.

Per quanto riguarda l’azione sismica in direzione verticale, invece, gli interventi di

progetto fanno variare il comportamento della struttura, pertanto, in accordo con le Norme

tecniche per le costruzioni D.M. 14.01.2008 e le relative Istruzioni per l’applicazione, si rende

necessaria una valutazione della sicurezza per determinare il livello di sicurezza prima e

dopo l’intervento. Le principali differenze tra la configurazione attuale e quella di progetto

sono:

1. variazione dello schema statico per effetto dell’introduzione dei vincoli elastici

intermedi: tale modifica, da un lato riduce il periodo proprio di vibrazione della

struttura, con conseguente incremento dell’ordinata spettrale, ma dall’altro

introduce dei supporti elastici benefici per la struttura;

2. riduzione delle masse sismiche, che passano da 260.8 kN/m della condizione

attuale a 202.5 kN/m della condizione di progetto;

Si riportano di seguito i risultati ottenuti mediante analisi di calcolo eseguite con

l’ausilio di modelli agli elementi finiti. Facendo un confronto tra la risposta sismica verticale

della travata nella condizione attuale ed in quella futura, il periodo principale di vibrazione in

verticale, per la campata tipo, passa da 0.503 s (v. fig.4.3.1) della configurazione attuale a

0.179 s della configurazione di progetto (v. fig.4.3.2), come mostrano le figure sottostanti con

i due modelli messi a confronto.


fig.4.3.1-Primo modo di vibrazione verticale impalcato esistente

fig.4.3.2-Primo modo di vibrazione verticale impalcato di progetto


L’incremento del periodo, porta ad un aggravio in termini di ordinata spettrale, ma la

riduzione delle masse sismiche e la presenza del letto di molle, inducono un miglioramento

complessivo delle condizioni di sicurezza dell’opera. Nella fattispecie, dalle analisi condotte

sui due modelli a confronto, si riscontra sia una riduzione dei momenti flettenti sulle travi

principali (v. fig.4.3.3 e tab.4.3.1), sia una riduzione delle reazioni vincolari agli appoggi (v.

fig.4.3.4), per cui la condizione di carico del sisma verticale risulta meno gravosa sia per

l’impalcato che per le sottostrutture. Le immagini e la tabella che seguono riportano i risultati

dell’analisi e sono relativi al sisma verticale diretto verso il basso. Va da sé che, invertendo il

segno, si ottengono i risultati relativi all’azione sismica diretta verso l’alto. Le considerazioni

effettuate, quindi, sono valide per entrambi i versi dell’oscillazione.

f

fig.4.3.3-Momenti flettenti a confronto per effetto del sisma verticale

Trave principale con letto di molle

(condizione di progetto)

Trave principale senza letto di molle

(condizione attuale)

M (kNm) 246 229 498 647

Distanza dall’appoggio (m) 11.5 20.7 (mezzeria) 11.5 20.7 (mezzeria)

tab.4.3.1-Momenti flettenti sulla trave principale nei punti di massimo per le due diverse

configurazioni


fig.4.3.4-Reazioni vincolari a confronto per effetto del sisma verticale

Dalla fig.4.3.4 si nota innanzitutto una riduzione di circa il 60% degli

incrementi/decrementi degli scarichi delle travi principali. Inoltre si osserva che all’appoggio

delle HEM400, si ha una reazione massima pari a 115 kN, per cui è necessario prevedere

dispositivi dotati di appositi sistemi resistenti a trazione al fine di evitare il sollevamento

dell’appoggio, quando l’oscillazione è diretta verso l’alto.

4.4. Considerazioni conclusive

Il progetto di allargamento del viadotto Gatto è realizzato mediante fasce di impalcato

in affiancamento all’impalcato esistente ma da esso giuntate. La conseguente problematica

degli spostamenti differenziali verticali tra le nuove strutture e quelle esistenti è affrontata

riducendo le deformazioni degli impalcati esistenti mediante l’inserimento di travi metalliche

trasversali, poggianti sulle nuove sottostrutture. Tali appoggi sono del tipo multidirezionale, in

modo da non alterare il comportamento del viadotto esistente al riguardo delle azioni

orizzontali, incluso quelle da sisma. Anche per quanto concerne i carichi verticali non ci sono

tuttavia modifiche rilevanti rispetto agli schemi originari in quanto le nuove strutture

intervengono nel parziale assorbimento dei soli carichi mobili, mentre le azioni prodotte da

pesi propri e sovraccarichi permanenti sono assorbite dalle strutture esistenti, avendo queste

scontato le deformazioni lente dovute al creep ed al ritiro, considerata l’età della struttura.


Per quanto concerne infine il sisma verticale, si rileva un comportamento del viadotto

sensibilmente diverso da quello originario, i cui effetti sono tuttavia decisamente benefici per

le strutture esistenti.

Con riferimento ad aspetti legati a limitate porzioni della struttura esistente, che non

influiscono sul comportamento strutturale nel suo complesso, quali ad esempio le verifiche

trasversali degli sbalzi delle solette, la valutazione della sicurezza può essere limitata agli

elementi interessati, come previsto dalla normativa vigente, e sono rimandate alla fase di

progettazione esecutiva, per la quale verranno eseguite tutte le indagini conoscitive

necessarie per potere effettuare dette verifiche.


5. Nuovi impalcati in c.a.p.

E’ stato analizzato l’impalcato I1 che tra i tre rappresenta il più sollecitato,

estendendo, a vantaggio di sicurezza, i risultati ottenuti, anche gli altri impalcati.

Si descrive di seguito il modello agli elementi finiti utilizzato per valutare il campo delle

sollecitazioni ed il campo delle deformazioni dell'impalcato assoggettato ai carichi di

progetto. Il modello è stato realizzato con il Programma “MIDAS GEN 7.41”.. I risultati

ottenuti sono stati validati con verifiche manuali e confronti con risultati ottenuti su modelli

semplificati. I tabulati di calcolo comprensivi della descrizione completa del modello, e dei

risultati dell’ analisi per sollecitazioni e deformazioni, vengono forniti in allegato.

Le travi principali sono state modellate mediante elementi monodimensionali tipo

beam, comprensivi anche della porzione di soletta che compete a ciascuna travata (2,235

m). Le solette, in trasversale sono state modellate attraverso l’ utilizzo di elementi beam, in

modo tale da avere uno schema di calcolo del tipo a graticcio. Per non considerare due volte

il peso della soletta, si è utilizzato, per la trave principale, un materiale avente peso specifico

pari al rapporto tra il peso della sola trave in c.a.p. e l’area della sezione totale. I traversi di

testata sono stati modellati con elementi beam ad L ed il traverso di mezzeria con un

elemento a T. Le quote dei baricentri di tutti gli elementi strutturali, come anche dei nodi che

schematizzano i punti d’ appoggio, sono state opportunamente tenute in conto mediante

l’inserimento di collegamenti rigidi verticali.

Si riportano di seguito alcune immagini rappresentative del modello di calcolo.


13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

130 131 132133

134135

136137

138139

140141

142143

144

28

44

45

61

62

78

79

95

96

112

113

129

313029

39383736353433

4746

43424140

32

6354535251504948

6058575655

59

7675

696867666564

77

7473727170

949392919089888786858483828180

111110109108107106105104103102101100999897

127126125124123122121120119118117116115114

128

25 29

30

31

32

33

34

35

36

37

38

39

52

53

54

55

56

57

58

59

60

61

62

75

76

77

78

79

80

81

82

83

84

85

98

99

100

101

102

103

104

105

106

107

108

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

168

169

170

171

172

173

174

175

176

177

178

179 182

184 186

188

189 191

192 195

197 199

201

202 204

205 208

210 212

214

215 217

218 221

223 225

227

228 230

1

16

40

51

63

74

86

97

109

120

156

167

15 14

13 12

11 10

9 8

7 6

5 4

3 2

47 46

45 44

43 42

41

50 49

48

73 72

71 70

69 68

67 66

65 64

95 94

93 92

91 90

89 88

87

111 110

96

119

118 117

116 115

114 113

112

159 158

157

166

165 164

163 162

161 160

190

187

185

183

181 207

203

200

198

196

194

222

220

216

213

211

209

229

226

224

Numerazione nodi ed elementi

1

2

3

4

5

6

7

8

9

10

11

12

Vincoli


Vista assonometrica

Pianta

Sezione trasversale


6. Azioni di progetto

Le azioni di progetto, in accordo con quanto prescritto dal D.M. 18.01.2008,

vengono di seguito elencate:

g1 = peso proprio della struttura;

g2 = carichi permanenti portati;

g3 = altri carichi permanenti;

ε1 = distorsioni di progetto;

ε2 = ritiro e viscosità del calcestruzzo;

ε3 = variazioni termiche;

q1 = carichi mobili;

q2 = effetto dinamico dei carichi mobili;

q3 = azioni longitudinali di frenatura;

q4 = azione centrifuga;

q5 = azione del vento;

q6 = azioni sismiche;

q7 = resistenze di attrito agli appoggi;

q8 = azioni sui parapetti: urto di un veicolo in svio

q9 = altre.


6.1. Peso proprio della struttura g1

Il peso proprio della struttura è calcolato in automatico dal programma di calcolo ed è

pari a circa 5773.5 kN.

6.2. Carichi permanenti portati g2

I carichi permanenti sulla carreggiata, comprensivi di pavimentazione,

impermeabilizzazione ed imbottitura per le pendenze, sono stati posti pari a 3kN/m2.

Sui due marciapiedi, il carico non strutturale portato, comprensivo di pavimentazione,

allettamento, barriere e canaline impianti è stato posto pari a 6kN/m2.

6.3. Ritiro e viscosita’ del calcestruzzo

Le deformazioni dovute al ritiro e alla viscosità del cls comportano delle perdite di carico

nei cavi da precompressione, da tener in conto in fase di verifica. Inoltre, causa della

differente età dei getti della trave e della soletta, avviene che l’ elemento eseguito per primo,

al momento dell’ accoppiamento con il secondo abbia già scontato una parte del ritiro,

mentre il successivo dovrà scontarlo per intero. Ciò si traduce nel fatto che la soletta si

accorcia rispetto alla trave, inducendo in questa uno sforzo di compressione e di flessione a

momento positivo. Va tenuto in conto, però, del fatto che il fenomeno tende a smorzarsi nel

tempo in virtù della viscosità del calcestruzzo. Nella struttura in oggetto, tele effetto può

essere trascurato.

6.4. Variazioni termiche

Le variazioni termiche, sia globali che differenziali, non generano sollecitazioni su una

struttura avente lo schema statico e la disposizione dei vincoli adottati. Esse vanno

considerate ai soli fini del calcolo dell’escursione dei giunti di dilatazione e degli apparecchi

d’appoggio mobili. Per una variazione di temperatura di 15°C si avrà:

∆l=L α ∆T=29500x1.0x10-5x15=±4.42mm.

6.5. Carichi mobili q1 - Incremento dinamico q2


Per il calcolo delle strutture principali si prendono in considerazione i carichi mobili del

par. 5.1.3.3 del D.M. 18.01.2008 con riferimento allo Schema di Carico 1, composto

longitudinalmente da:

Q1k mezzo convenzionale da 600 kN a due assi , cioè quattro carichi concentrati da

150 kN;

q1k carico ripartito pari a 9 kN/m2 su una larghezza di 3m.

Il numero delle colonne di carichi mobili considerato nel calcolo del ponte è pari a 3

(massimo compatibile con la larghezza della carreggiata w = 9,00 m, tenendo presente che

la larghezza di ingombro convenzionale del mezzo è di 3,0 m).

Compatibilmente con quanto sopra vengono considerati:

- una colonna di carico costituita da un solo mezzo Q1k e da uno o più tratti di carico

q1k, disposti ai fini del calcolo delle strutture principali, lungo la corsia in modo più

sfavorevole;

- una seconda colonna di carico analoga alla prima ma con Q2k=400kN su quattro

punti e q2k=2,5 kN/m2;

- una terza colonna di carico analoga alla prima ma con Q3k=200kN su quattro punti e

q3k=2,5 kN/m2;

- una carico sui mariciapiedi da folla compatta, contemporaneo ai precedenti, di 2,5

kN/m2;

- un carico sulla parte rimanente di carreggiata di 2,5 kN/m2.

6.6. Azioni longitudinali di frenamento q3

La forza di frenamento si assume agente nella direzione dell' asse della strada ed al

livello della superficie stradale, con intensità pari a

q3=0.6(2Q1k)+0.1q1k w1 L (ponti di 1a categoria).

Tale forza interviene nella verifica delle sottostrutture con vincolo fisso longitudinale e

dei dispositivi di vincolo.

L = 29.50m;

Q1k = 300 kN;

q1k=9 kN/m2;

q3=0.6x600+0.1x9x3x29.5=440 kN.


6.7. Azione centrifuga q 4

Tale azione è trascurabile per il raggio di curvatura dell’opera in oggetto.

6.8. Azione del vento q 5

Le pressioni e depressioni dovute al vento sono state calcolate rispettando il DM

18.01.2008. I coefficienti per il calcolo delle pressioni sono stati ricavati considerando i

seguenti dati:

ZONA: 3 (Campania) TR=500 anni Classe di rugosità del terreno: B Categoria di esposizione del sito: II ct=1 cd=1 cp=cfx,o ψλx,=1.9x0.9 =1.7 (ECI Parte2-4,par. 10.11.2) as=3m z=16m

vb=27 m/s;

vb(TR)=αR(TR)·vref=1.122·27=30.29 m/s;

qb=0.5x1.25x30.292=573N/m2=0.573kN/m2;

ce(z)=kr2·ct·α(z)·[7+ct·α(z)]=0,192·(1·ln(11/0.05)·[7+1·ln(11/0.05)]=2.41;

La pressione del vento è funzione della quota z e vale:

p=qb·ce· cp·cd=0.573x2.41x1.7x1=2.35 kN/m2.

6.8.1. Vento a ponte scarico

L’ azione del vento viene considerata agente su una altezza comprensiva della trave,

della soletta, del parapetto e della barriera.

Il carico a metro lineare vale:

q=2.35 x 3=7.05 kN/m.

La forza sul singolo dispositivo di appoggio vale:

Fh=7.05x29.5/6=34.7 kN.

6.8.2. Vento a ponte carico

L’ azione del vento viene considerata agente su una altezza comprensiva della trave,

della soletta della pavimentazione e del mezzo convenzionale.

H=1.82+3.0=4.82m

Il carico a metro lineare vale:


q=2.35 x 4.82=11.33 kN/m.

La forza sul singolo dispositivo di appoggio vale:

Fh=11.33x29.5/6=55.7 kN.

6.9. Azioni sismiche q6

La massa dell’impalcato, per effetto del sisma, trasferisce delle forze orizzontali alle

sottostrutture. Tali forze, tuttavia, agendo nel piano dell’impacato stesso, non inducono in

esso sollecitazione determinanti in fase di analisi e verifica strutturale. Il sisma in direzione

verticale, inoltre, può essere trascurato, in quanto il coefficiente sismico da utilizzare, non è

tale da rendere la combinazione di carico che comprende tale azione, più gravosa rispetto

alle altre combinazioni considerate. Per il calcolo delle azioni trasmesse alle sottostrutture si

rinvia alla relazione S-R24.

6.10. Attrito ai vincoli q7

Si considera una forza d’ attrito pari al 3% del carico verticale permanente.

Fh=(5744+1431)/2x0.03=108 kN.

A tale forza corrisponde una reazione, dal lato dei dispostivi longitudinali, uguale e

contraria da dividere equamente sui 6 apparecchi.

Fatt=18 kN.


7. Calcolo delle sollecitazioni

7.1. Travi principali

Si riportano di seguito le immagini rappresentativedelle sollecitazioni calcolate.

-1.9

2784.2

5002.1

6698.8 -1.9

2734.0

7946.8 4905.7

8779.5 6582.3

9223.1

-1.9

2718.4

7831.5

9328.2 4830.8

8666.9 9330.8

6430.7

9062.9 9117.1

-1.9

2713.9

7608.1

9075.8 8543.6

4827.0

8376.0 9029.8 7582.2

6456.5

8734.0 9021.9 6221.9

-1.9

2813.8

7683.9

8916.8 8591.8

4473.0

5087.3

8518.7 8918.0 7729.3

2388.3 -1.9

6874.9

8955.1 8725.1 6455.1

-1.9

2897.5

8240.9

9189.3 8323.6 4780.8

5289.8

9201.6 9185.9 7525.3

2679.2 -1.9

7185.8

9733.5 8966.7 6337.2

8618.5

9836.0 8571.6 4736.8

9614.7 9841.8 7771.7

2669.4 -1.9

10151.9 9781.9 6555.1

10238.8 9277.9 4908.9

10300.9 8322.0 2773.3

-1.9

10322.3 6916.4

9948.8 5081.4

9128.1

2807.2 -1.9

7816.6 5947.2

3398.4 -1.9

midas GenPOST-PROCESSOR

BEAM DIAGRAM

MOMENT-y

1.03223e+004

9.38375e+003

8.44519e+003

7.50663e+003

6.56807e+003

5.62951e+003

4.69095e+003

3.75239e+003

2.81383e+003

1.87526e+003

0.00000e+000

-1.85856e+000

CBmax: SLU

MAX : 165MIN : 156

FILE: IMPALCATOI~

UNIT: kN*mDATE: 02/24/2010

VIEW-DIRECTIONX: 0.275

Y: 0.755

Z: 0.595

Momenti flettenti massimi travi principali - SLU

9.3

-682.0

-539.3

-376.5 9.3

-690.3 -225.2

-530.6 -75.4

-357.0 119.9

9.3

-702.3 -202.8

266.2

-542.2 -49.3 355.5

-366.4 161.8 496.8

-9.3

1358.3

-210.0 343.7 634.2

1155.5

-55.5 328.7 775.5

975.1

155.2 497.2 913.6

-9.3

1413.6

810.3

335.7 659.1 1042.7

1220.4

648.4

318.8 819.7 1165.8

-9.3

1042.7

482.8 473.1

983.7

-9.3

1447.7

875.5

332.6 634.5 1161.3

1236.2

710.4

325.6 794.5

1363.6

-9.3

1036.6

540.5

142.6

960.7

850.0

373.1

-69.8

1142.4

670.6

296.9

-227.2

1352.3

-9.3 490.9

115.0

-389.1 309.7

-95.5

-558.7 354.9

-255.8

-715.7 9.3 159.4

-421.8

-70.4

-585.6

-255.7

-726.3 9.3

-459.0

-688.6

-912.9 9.3

9.3

-1375.4

-1176.8

-987.4

9.3

-1369.9 -812.0

-1178.1 -647.4

-998.6 -490.8 9.3

-1366.3 -830.1

-342.2

-1160.4 -662.1

-221.8

-974.6 -488.4

-63.2 -9.3 717.3

-802.8 -318.1

139.6 559.1

-634.4 -339.3 292.8

389.8

-466.4 -155.3 439.3

-9.3 735.8

240.7

-319.9 62.6 568.8

584.6

92.0

-320.7 225.7

678.7

-9.3 414.7

-121.4 -139.4

386.8

-9.3 843.0

258.4

-303.1 73.6 543.0

674.3

99.6

-338.4 230.6

689.7

-9.3 495.3

-116.4

-490.0

390.1

321.0

-300.8

-655.4

552.1

141.8

-375.3

-825.5

701.2

-9.3

-92.9

-550.5

-1003.2 -292.6

-721.1

-1194.6 -287.3

-889.8

-1410.4

9.3

-488.3

-1052.3

-680.9

-1232.5

-893.4

-1424.7

9.3

-1133.2

-1416.0

-1742.8

9.3

midas GenPOST-PROCESSOR

BEAM DIAGRAM

SHEAR-z

1.44772e+003

1.15767e+003

8.67618e+002

5.77568e+002

2.87517e+002

0.00000e+000

-2.92583e+002

-5.82634e+002

-8.72684e+002

-1.16273e+003

-1.45278e+003

-1.74284e+003

CBall: SLU

MAX : 157MIN : 166

FILE: IMPALCATOI~

UNIT: kNDATE: 02/24/2010

VIEW-DIRECTION

X: 0.275

Y: 0.755

Z: 0.595

Tagli massimi e minimi travi principali – SLU


7.2. Soletta

Le caratteristiche massime della sollecitazione, per le solette, in direzione trasversale,

si hanno in corrispondenza degli sbalzi. Lo sbalzo più sollecitato si trova in corrispondenza di

un’estremità dell’ impalcato 1 (lato appoggi S1) ed è lungo 2.62m.

Sbalzo più sollecitato

Le caratteristiche della sollecitazione valgono, per metro lineare di sezione:

Tpp=0.30x2.62x25=19.65 kN;

Tperm=0.20x1.85x25+1+0.15x2.42x25=19.33 kN;

Tacc(folla)=5x2.62=13.1 kN;

Mpp=19.65x2.62/2=25.74 kNm

Mperm=9.25x2.52+1x2.52+9.08x2.42/2=36.8 kNm;

Macc1(folla)=13.1x2.62/2=17.2 kNm;

Combinando agli SLU, si ha:

TSLU=73.2 kN;

MSLU=-113.3 kNm.


8. Verifiche di resistenza

8.1. Pressoflessione trave principale

Le verifiche della trave principale più sollecitata sono state eseguite ripercorrendo le

varie fasi realizzative dell’opera. Il software utilizzato per le verifiche tensionali e a Stato

Limite Ultimo è il Precom della Sigma C. Sono state verificate le tensioni, sia del

calcestruzzo, che dell’accio, nella fase di tiro e in condizioni di esercizio sia in condizione

rara, che quasi permanente. I limiti imposti dalla normativa sono i seguenti:

σspi=1488 MPa;

σsp=1336 MPa;

σci=29.05 MPa;

σc es =27.4 MPa; (comb. rara);

σc es =20.5 MPa; (comb. quasi permanente).

Sezione di verifica


CALCESTRUZZI

Trave : calcestruzzo C45/55

caratteristiche meccaniche fino a 14 gg :

Rck =500.0000

Ec =310000.00

Resist. a trazione cls (per verifica a fessurazione):

fcfm=43.566

caratteristiche meccaniche da 14 gg a tempo infinito :

Rck =550.0000

Ec =364000.00


fcfm=46.424

Fenomeni lenti

Ritiro totale a t=inf. = 0.00034

Coeff. viscosita' a t=inf. = 2.400

Ritiro iniz. per ciclo term.= 0.00000

sviluppo nel tempo : giorni ritiro viscosita'

Bs Bf

0 0.000 0.000

30 0.160 0.380

100 0.270 0.560

300 0.450 0.750

1000 0.690 0.890

3000 0.890 0.970

10000 1.000 1.000

Soletta : calcestruzzo Rck450

caratteristiche meccaniche fino a 14 gg :

Rck =313.9200


Ec =313919.99


fcfm=31.943

caratteristiche meccaniche da 14 gg a tempo infinito :

Rck =450.0000

Ec =346250.00


fcfm=40.611

Fenomeni lenti

Ritiro totale a t=inf. = 0.00034

Coeff. viscosita' a t=inf. = 2.400

Ritiro iniz. per ciclo term.= 0.00000

sviluppo nel tempo : giorni ritiro viscosita'

Bs Bf

0 0.000 0.000

70 1.000 1.000

10000 1.000 1.000

ACCIAI

Cavo 1 : 0.6''

Tipo acciaio: Trefolo

Caratteristiche meccaniche : Ea =2000000.00

fptk=18600.00

fp1k=16700.00

Fenomeni lenti

Rilassamento % totale a t=inf. = 3.000%

Caduta di tensione totale a tempo infinito = -435.000

sviluppo nel tempo : giorni Br

0 0.000

1 0.236


30 0.386

100 0.460

300 0.540

1000 0.643

3000 0.754

10000 1.000

Cavo 2 : 0.6''

Tipo acciaio: Trefolo

Caratteristiche meccaniche : Ea =2000000.00

fptk=18600.00

fp1k=16700.00

Fenomeni lenti

Rilassamento % totale a t=inf. = 3.000%

Caduta di tensione totale a tempo infinito = -435.000

sviluppo nel tempo : giorni Br

0 0.000

1 0.236

30 0.386

100 0.460

300 0.540

1000 0.643

3000 0.754

10000 1.000

Posizione 1 : B450C

caratteristiche meccaniche : Ea =2100000.00

ftk =5400.00

fyk =4500.00

Posizione 2 : B450C



ftk =5400.00

fyk =4500.00

Posizione 3 : B450C


ftk =5400.00

fyk =4500.00

Posizione 4 : B450C


ftk =5400.00

fyk =4500.00

Posizione 5 : B450C


ftk =5400.00

fyk =4500.00

Posizione 6 : B450C


ftk =5400.00

fyk =4500.00

Posizione 7 : B450C


ftk =5400.00

fyk =4500.00

Posizione 8 : B450C



ftk =5400.00

fyk =4500.00

COMBINAZIONI

comb. Gk Pk Ik Qk Tk Wk Ak TA1 1.000 1.000 1.000 1.000 0.000 0.000 0.000 TA2 1.000 1.000 1.000 0.300 0.000 0.000 0.000

ZONE DI STAFFATURA

Zona Descriz

.

Staffe X in. X fin. Lungh. Acciaio Getti st affati

1 1 4d.5/20 0.00 2950.00 2950.00 B450C Trave-Soletta

======================================================================

====

SEZIONE x = 1475

======================================================================

====

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

Giorno n. 0

--> Cambio fase: inizio presenza getto n. 1 Trave

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

DATI SEZIONE DI VERIFICA


n. posizioni di armature lente = 4

pos. y z area modulo E 1 -110.000 -136.000 1.130 2100000 2 110.000 -136.000 1.130 2100000 3 -50.000 -5.000 1.130 2100000 4 50.000 -5.000 1.130 2100000

Caratteristiche geometriche sezione di solo cls:

Area = 6884.75

Coordinate baricentro x = 0.00 y = -85.32

Momento d'inerzia rispetto all'asse Y = 16014301

Momento d'inerzia rispetto all'asse Z = 18165636

Spessore anima singola = 15.00

Numero anime = 2

Caratteristiche geometriche sezione omogeneizzata:

Getto 1: coeff. di omogen. n = 1.000

Posiz. 1: coeff. di omogen. n = 6.774




Area = 6910.85




Caratteristiche geometriche sezione parzializzata:

quota z asse neutro = -11.35

Spessore anime = 15.00

Numero anime = 2

Momento statico S = 3944

Momento d'inerzia J = 521077

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

COMBINAZIONE TA1

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


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

COMBINAZIONE TA2

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

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

Giorno n. 14

--> Variazione modulo elastico calcestruzzo C45/55

--> Variazione modulo elastico calcestruzzo Rck450

--> Inserimento azione permanente n. 1: Peso Trav e

--> Inserimento azione permanente n. 3: Peso Copp elle

--> Inserimento Cavo di precompressione n. 1

--> Inserimento Cavo di precompressione n. 2

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


Posizioni trefoli

cavo y z n.trefoli area tot. modulo E 1 -57.50 -136.00 1 1.39 2000000 1 -52.50 -136.00 1 1.39 2000000 1 -47.50 -136.00 1 1.39 2000000 1 -42.50 -136.00 1 1.39 2000000 1 -37.50 -136.00 1 1.39 2000000 1 -32.50 -136.00 1 1.39 2000000 1 -27.50 -136.00 1 1.39 2000000 1 -22.50 -136.00 1 1.39 2000000 1 -17.50 -136.00 1 1.39 2000000 1 -12.50 -136.00 1 1.39 2000000 1 -7.50 -136.00 1 1.39 2000000 1 -2.50 -136.00 1 1.39 2000000 1 2.50 -136.00 1 1.39 2000000 1 7.50 -136.00 1 1.39 2000000 1 12.50 -136.00 1 1.39 2000000 1 17.50 -136.00 1 1.39 2000000 1 22.50 -136.00 1 1.39 2000000 1 27.50 -136.00 1 1.39 2000000


1 32.50 -136.00 1 1.39 2000000 1 37.50 -136.00 1 1.39 2000000 1 42.50 -136.00 1 1.39 2000000 1 47.50 -136.00 1 1.39 2000000 1 52.50 -136.00 1 1.39 2000000 1 57.50 -136.00 1 1.39 2000000 2 -42.50 -128.00 1 1.39 2000000 2 -37.50 -128.00 1 1.39 2000000 2 -32.50 -128.00 1 1.39 2000000 2 -27.50 -128.00 1 1.39 2000000 2 -22.50 -128.00 1 1.39 2000000 2 -17.50 -128.00 1 1.39 2000000 2 -12.50 -128.00 1 1.39 2000000 2 -7.50 -128.00 1 1.39 2000000 2 -2.50 -128.00 1 1.39 2000000 2 2.50 -128.00 1 1.39 2000000 2 7.50 -128.00 1 1.39 2000000 2 12.50 -128.00 1 1.39 2000000 2 17.50 -128.00 1 1.39 2000000 2 22.50 -128.00 1 1.39 2000000 2 27.50 -128.00 1 1.39 2000000 2 32.50 -128.00 1 1.39 2000000 2 37.50 -128.00 1 1.39 2000000 2 42.50 -128.00 1 1.39 2000000

N. totale trefoli = 42

Area totale trefoli = 58.380

Baricentro trefoli : y= 0.000 z= -132.571




Area = 6884.75





Numero anime = 2



Cavo 1: coeff. di omogen. n = 6.452







Area = 7229.12




M rottura sezione positivo = 49985355

M rottura sezione negativo = -1327406

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

COMBINAZIONE TA1

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

Tensioni totali nei materiali:

getto σσσσi σσσσe ττττ σσσσmin σσσσstaffe 1 0.00 0.00 0.00 0.04 0.00

cavo quota z σσσσp σσσσccr 1 -136.00 14500.00 0.00 2 -128.00 14500.00 0.00

pos. quota z σσσσacc 1 -136.00 0.00 2 -136.00 0.00 3 -5.00 0.00 4 -5.00 0.00

Sollecitazioni generate da

--> Cavo di precompressione n. 1


momento flettente = -38570237.64

sforzo normale = -846510.00

taglio = 0.00


momento torcente = 0.00


--> Peso Trave

--> Peso Coppelle

momento flettente = 21078671.78

sforzo normale = 0.00

taglio = 994.00


Variazione di tensione nei materiali:

getto σσσσi σσσσe ττττ 1 -171.86 -26.25 0.31

cavo quota z σσσσp σσσσccr 1 -136.00 -1081.92 -167.70 2 -128.00 -1028.24 -159.38

pos. quota z σσσσacc 1 -136.00 -1136.01 2 -136.00 -1136.01 3 -5.00 -213.04 4 -5.00 -213.04


getto σσσσi σσσσe ττττ σσσσmin σσσσstaffe 1 -171.86 -26.25 0.31 0.00 0.00

cavo quota z σσσσp σσσσccr 1 -136.00 13418.08 -167.70 2 -128.00 13471.76 -159.38


Coefficiente di sicurezza a rottura per M positivo = 2.3714

Coefficiente di sicurezza a fessurazione per M positivo = 4.3078


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

COMBINAZIONE TA2

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


getto σσσσi σσσσe ττττ σσσσmin σσσσstaffe 1 0.00 0.00 0.00 0.00 0.00


pos. quota z σσσσacc 1 -136.00 0.00 2 -136.00 0.00 3 -5.00 0.00 4 -5.00 0.00




momento flettente = -38570237.64

sforzo normale = -846510.00

taglio = 0.00



--> Peso Trave

--> Peso Coppelle



taglio = 994.00



getto σσσσi σσσσe ττττ 1 -171.86 -26.25 0.31


cavo quota z σσσσp σσσσccr 1 -136.00 -1081.92 -167.70 2 -128.00 -1028.24 -159.38








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

Giorno n. 90

--> Inserimento azione permanente n. 2: Peso Sole tta

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


Posizioni trefoli

cavo y z n.trefoli area tot. modulo E 1 -57.50 -136.00 1 1.39 2000000 1 -52.50 -136.00 1 1.39 2000000 1 -47.50 -136.00 1 1.39 2000000 1 -42.50 -136.00 1 1.39 2000000 1 -37.50 -136.00 1 1.39 2000000 1 -32.50 -136.00 1 1.39 2000000


1 -27.50 -136.00 1 1.39 2000000 1 -22.50 -136.00 1 1.39 2000000 1 -17.50 -136.00 1 1.39 2000000 1 -12.50 -136.00 1 1.39 2000000 1 -7.50 -136.00 1 1.39 2000000 1 -2.50 -136.00 1 1.39 2000000 1 2.50 -136.00 1 1.39 2000000 1 7.50 -136.00 1 1.39 2000000 1 12.50 -136.00 1 1.39 2000000 1 17.50 -136.00 1 1.39 2000000 1 22.50 -136.00 1 1.39 2000000 1 27.50 -136.00 1 1.39 2000000 1 32.50 -136.00 1 1.39 2000000 1 37.50 -136.00 1 1.39 2000000 1 42.50 -136.00 1 1.39 2000000 1 47.50 -136.00 1 1.39 2000000 1 52.50 -136.00 1 1.39 2000000 1 57.50 -136.00 1 1.39 2000000 2 -42.50 -128.00 1 1.39 2000000 2 -37.50 -128.00 1 1.39 2000000 2 -32.50 -128.00 1 1.39 2000000 2 -27.50 -128.00 1 1.39 2000000 2 -22.50 -128.00 1 1.39 2000000 2 -17.50 -128.00 1 1.39 2000000 2 -12.50 -128.00 1 1.39 2000000 2 -7.50 -128.00 1 1.39 2000000 2 -2.50 -128.00 1 1.39 2000000 2 2.50 -128.00 1 1.39 2000000 2 7.50 -128.00 1 1.39 2000000 2 12.50 -128.00 1 1.39 2000000 2 17.50 -128.00 1 1.39 2000000 2 22.50 -128.00 1 1.39 2000000 2 27.50 -128.00 1 1.39 2000000 2 32.50 -128.00 1 1.39 2000000 2 37.50 -128.00 1 1.39 2000000 2 42.50 -128.00 1 1.39 2000000







Area = 6884.75






Numero anime = 2









Area = 7168.70






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

COMBINAZIONE TA1

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

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

CALCOLO CADUTE DI TENSIONE

Periodo dal giorno n. 14 al giorno n. 90

Cadute di tensione nel cavo n. 1 :

(indice mat. getto = 6 / indice mat. cavo = 1 )

cavo attivato all'inizio di questo periodo

rilassamento acciaio = -195.50

ritiro calcestruzzo = -122.14

viscosita' calcestruzzo = -789.36

cavo composto da 24 trefoli Ap = 33.36

caduta totale di precompressione nel cavo = -36929.61


sollecitazioni generate nella trave dalla

caduta di precompressione nel cavo:



taglio = 0.00



getto σσσσi σσσσe ττττ 1 10.90 -4.29 0.00


pos. quota z σσσσacc 1 -136.00 60.38 2 -136.00 60.38 3 -5.00 -21.60 4 -5.00 -21.60













taglio = 0.00



getto σσσσi σσσσe ττττ


1 7.21 -1.99 0.00



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






--> Peso Soletta



taglio = 0.00













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

COMBINAZIONE TA2

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

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
















taglio = 0.00


















taglio = 0.00



getto σσσσi σσσσe ττττ


1 7.21 -1.99 0.00



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






--> Peso Soletta



taglio = 0.00













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

Giorno n. 104

--> Cambio fase: inizio presenza getto n. 2 Solet ta

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


Posizioni trefoli

cavo y z n.trefoli area tot. modulo E 1 -57.50 -136.00 1 1.39 2000000 1 -52.50 -136.00 1 1.39 2000000 1 -47.50 -136.00 1 1.39 2000000 1 -42.50 -136.00 1 1.39 2000000 1 -37.50 -136.00 1 1.39 2000000 1 -32.50 -136.00 1 1.39 2000000 1 -27.50 -136.00 1 1.39 2000000 1 -22.50 -136.00 1 1.39 2000000 1 -17.50 -136.00 1 1.39 2000000 1 -12.50 -136.00 1 1.39 2000000 1 -7.50 -136.00 1 1.39 2000000


1 -2.50 -136.00 1 1.39 2000000 1 2.50 -136.00 1 1.39 2000000 1 7.50 -136.00 1 1.39 2000000 1 12.50 -136.00 1 1.39 2000000 1 17.50 -136.00 1 1.39 2000000 1 22.50 -136.00 1 1.39 2000000 1 27.50 -136.00 1 1.39 2000000 1 32.50 -136.00 1 1.39 2000000 1 37.50 -136.00 1 1.39 2000000 1 42.50 -136.00 1 1.39 2000000 1 47.50 -136.00 1 1.39 2000000 1 52.50 -136.00 1 1.39 2000000 1 57.50 -136.00 1 1.39 2000000 2 -42.50 -128.00 1 1.39 2000000 2 -37.50 -128.00 1 1.39 2000000 2 -32.50 -128.00 1 1.39 2000000 2 -27.50 -128.00 1 1.39 2000000 2 -22.50 -128.00 1 1.39 2000000 2 -17.50 -128.00 1 1.39 2000000 2 -12.50 -128.00 1 1.39 2000000 2 -7.50 -128.00 1 1.39 2000000 2 -2.50 -128.00 1 1.39 2000000 2 2.50 -128.00 1 1.39 2000000 2 7.50 -128.00 1 1.39 2000000 2 12.50 -128.00 1 1.39 2000000 2 17.50 -128.00 1 1.39 2000000 2 22.50 -128.00 1 1.39 2000000 2 27.50 -128.00 1 1.39 2000000 2 32.50 -128.00 1 1.39 2000000 2 37.50 -128.00 1 1.39 2000000 2 42.50 -128.00 1 1.39 2000000





pos. y z area modulo E 1 -110.000 -136.000 1.130 2100000 2 110.000 -136.000 1.130 2100000 3 -50.000 -5.000 1.130 2100000 4 50.000 -5.000 1.130 2100000 5 -110.000 22.000 31.400 2100000 6 110.000 22.000 31.400 2100000 7 -110.000 8.000 31.400 2100000 8 110.000 8.000 31.400 2100000


Area = 12424.75






Numero anime = 2














Area = 13307.71






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

COMBINAZIONE TA1

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

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





cavo attivato prima dell'inizio di questo periodo











taglio = 0.00



getto σσσσi σσσσe ττττ 1 0.53 0.01 0.00 2 -0.01 -0.10


pos. quota z σσσσacc 1 -136.00 2.99 2 -136.00 2.99 3 -5.00 0.15 4 -5.00 0.15 5 22.00 -0.44 6 22.00 -0.44 7 8.00 -0.14 8 8.00 -0.14














taglio = 0.00



getto σσσσi σσσσe ττττ 1 0.38 0.01 0.00 2 0.00 -0.06



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


getto σσσσi σσσσe ττττ σσσσmin σσσσstaffe 1 -106.16 -109.15 0.31 0.00 0.00 2 0.00 -0.16 0.00


pos. quota z σσσσacc 1 -136.00 -781.48 2 -136.00 -781.48 3 -5.00 -660.68 4 -5.00 -660.68 5 22.00 -0.69 6 22.00 -0.69 7 8.00 -0.17 8 8.00 -0.17


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

COMBINAZIONE TA2

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

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















taglio = 0.00



















taglio = 0.00






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




2 0.00 -0.16 0.00



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

A tempo infinito

--> Inserimento azione permanente n. 4: permanent i

--> Inserimento azione da traffico n. 1: accident ali

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


Posizioni trefoli

cavo y z n.trefoli area tot. modulo E 1 -57.50 -136.00 1 1.39 2000000 1 -52.50 -136.00 1 1.39 2000000 1 -47.50 -136.00 1 1.39 2000000 1 -42.50 -136.00 1 1.39 2000000 1 -37.50 -136.00 1 1.39 2000000 1 -32.50 -136.00 1 1.39 2000000 1 -27.50 -136.00 1 1.39 2000000 1 -22.50 -136.00 1 1.39 2000000 1 -17.50 -136.00 1 1.39 2000000 1 -12.50 -136.00 1 1.39 2000000 1 -7.50 -136.00 1 1.39 2000000 1 -2.50 -136.00 1 1.39 2000000 1 2.50 -136.00 1 1.39 2000000 1 7.50 -136.00 1 1.39 2000000 1 12.50 -136.00 1 1.39 2000000 1 17.50 -136.00 1 1.39 2000000 1 22.50 -136.00 1 1.39 2000000 1 27.50 -136.00 1 1.39 2000000 1 32.50 -136.00 1 1.39 2000000 1 37.50 -136.00 1 1.39 2000000 1 42.50 -136.00 1 1.39 2000000 1 47.50 -136.00 1 1.39 2000000 1 52.50 -136.00 1 1.39 2000000 1 57.50 -136.00 1 1.39 2000000


2 -42.50 -128.00 1 1.39 2000000 2 -37.50 -128.00 1 1.39 2000000 2 -32.50 -128.00 1 1.39 2000000 2 -27.50 -128.00 1 1.39 2000000 2 -22.50 -128.00 1 1.39 2000000 2 -17.50 -128.00 1 1.39 2000000 2 -12.50 -128.00 1 1.39 2000000 2 -7.50 -128.00 1 1.39 2000000 2 -2.50 -128.00 1 1.39 2000000 2 2.50 -128.00 1 1.39 2000000 2 7.50 -128.00 1 1.39 2000000 2 12.50 -128.00 1 1.39 2000000 2 17.50 -128.00 1 1.39 2000000 2 22.50 -128.00 1 1.39 2000000 2 27.50 -128.00 1 1.39 2000000 2 32.50 -128.00 1 1.39 2000000 2 37.50 -128.00 1 1.39 2000000 2 42.50 -128.00 1 1.39 2000000





pos. y z area modulo E 1 -110.000 -136.000 1.130 2100000 2 110.000 -136.000 1.130 2100000 3 -50.000 -5.000 1.130 2100000 4 50.000 -5.000 1.130 2100000 5 -110.000 22.000 31.400 2100000 6 110.000 22.000 31.400 2100000 7 -110.000 8.000 31.400 2100000 8 110.000 8.000 31.400 2100000


Area = 12424.75





Numero anime = 2















Area = 13307.71






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

COMBINAZIONE TA1

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

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


Periodo dal giorno n. 104 a tempo infinito.














taglio = 0.00


















taglio = 0.00







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


getto σσσσi σσσσe ττττ σσσσmin σσσσstaffe 1 -86.30 -108.70 0.31 0.00 0.00 2 -0.11 -3.69 0.00




--> permanenti



taglio = 0.00




getto σσσσi σσσσe ττττ 1 19.98 -7.75 0.00 2 -8.12 -13.02


pos. quota z σσσσacc 1 -136.00 110.72 2 -136.00 110.72 3 -5.00 -38.99 4 -5.00 -38.99 5 22.00 -69.85 6 22.00 -69.85 7 8.00 -53.85 8 8.00 -53.85







COMBINAZIONE TA 1/1

azione da traffico n. 1:


--> accidentali (sottocaso Mfmax)



taglio = 0.00


Sollecitazioni di combinazione:



taglio = 0.00






Tensioni totali nei materiali in questa combinazione:



pos. quota z σσσσacc 1 -136.00 -218.37 2 -136.00 -218.37 3 -5.00 -813.18 4 -5.00 -813.18 5 22.00 -300.68


6 22.00 -300.68 7 8.00 -223.69 8 8.00 -223.69


Cadute di tensione totali

cavo σσσσspi

ril. acc. ritiro cls visc. cls totali

1 14500.00 -435.00 -629.23 -1442.19 -2506.41 (17.29%) 2 14500.00 -435.00 -629.23 -1404.05 -2468.28 (17.02%)

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

COMBINAZIONE TA2

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

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


Periodo dal giorno n. 104 a tempo infinito.













taglio = 0.00



















taglio = 0.00







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






--> permanenti



taglio = 0.00













COMBINAZIONE TA 2/1

azione da traffico n. 1:

--> accidentali (sottocaso Mfmax)




taglio = 0.00


Sollecitazioni di combinazione:



taglio = 0.00






Tensioni totali nei materiali in questa combinazione:






Cadute di tensione totali

cavo σσσσspi

ril. acc. ritiro cls visc. cls totali

1 14500.00 -435.00 -629.23 -1442.19 -2506.41 (17.29%) 2 14500.00 -435.00 -629.23 -1404.05 -2468.28 (17.02%)

8.1. Taglio trave principale

La resistenza a taglio della sezione, nel caso di assenza di armatura trasversale,vale:

VRsd=0.7x28x120x(17.92+17.9x60.9)1/2=88334 kgf=883 kN. (NTC2008 §4.1.2.1.3.1)

La trave principale, quindi, solo in corrispondenza delle zone di appoggio, necessita di

armatura a taglio consistente in 2 staffe Φ10 a 2 braccia a passo 15cm.

VEd=1742.8 kN;

VRsd=0.9x135x3.14/15x3910x2.5=248617 kgf=2486 kN;

VRcd=0.9x135x30x1.25x211.6x2.5/7.25=287515 kgf=2875 kN.

8.2. Soletta

Si riportano le verifiche di resistenza condotte agli SLU, per le sollecitazioni calcolate al

capitolo precedente:

VEd=73.2 kN;

MEd=-113.3 kNm;

Verifica a tensoflessione

Sezione Rettangolare b = 100 cm h = 30 cm;

armatura Φ16/10cm sup., Φ16/20cm inf.

Valore limite:

MRd= -176 kNm .

Verifica a taglio

d=260mm;

ρl=0.0116;

σcp=0;


bw=1m;

k=1.88;

VRd=(0.18x1.88x(1.16x37.35)1/3/1.5)x1x0.26=0.206 MN=206KN > VEd.

La sezione non necessita di armature a taglio.

8.3. Sella Gerber

Reazione verticale massima: PEd=2966.8KN

Reazione in direzione orizzontale: HEd=47.1KN

d=0.45m

a=0.45m

λ=1.33

As=24Φ24=10848mm2

PRs=3185KN (Circ. N.617 02.02.2009 §4.1.2.1.5)

PRc=3640KN (Circ. N.617 02.02.2009 §4.1.2.1.5)

PR=min(PRs;PRc)=3185KN > PEd.


9. Deformazioni

9.1. Frecce calcolate

fpp = freccia dei pesi propri

fperm = freccia delle finiture

fs = freccia dei sovraccarichi accidentali dinamizzati

Bisogna verificare che risulti fs < L / 700

PP perm creep acc L/700

(mm) (mm) (mm) (mm) (mm)

Mezzeria (nodo 216) 16.4 5.3 43.4 14.2 42.1


10. Reazione agli appoggi

Si riportano le reazioni vincolari dei vari vincoli nelle diverse condizioni di carico.

1

23

45

67

89

1011

12

Numerazione nodi vincolari

Node Load FX (kN) FY (kN) FZ (kN)

1 peso proprio 0 0 448





6 peso proprio 12 -4 465






12 peso proprio -81 0 721

1 permanenti 0 0 76

2 permanenti 25 0 75



5 permanenti 0 -2 101





9 permanenti 0 6 54



12 permanenti -93 0 312

1 carich imobili A(max) 0 0 703












1 carich imobili A(min) 0 0 -115

2 carich imobili A(min) -188 0 -116



5 carich imobili A(min) 0 -104 -16

6 carich imobili A(min) -237 -115 -5

7 carich imobili A(min) 0 -91 0


9 carich imobili A(min) 0 -150 -13




SUMMATION OF REACTION FORCES PRINTOUT

Load FX (kN) FY (kN) FZ (kN)

peso proprio 0 0 5774

permanenti 0 0 1431


ALLEGATI

Allegato A – Input modello strutturale

*** PROJECT INFORMATION

Project Name :

Date : 2010/2/26

*** CONTROL DATA

Panel Zone Effect : Do not Calculate

Unit System : KN, M

Definition of Frame

- X Direction of Frame : Unbraced I Sway

- Y Direction of Frame : Unbraced I Sway

- Design Type : 3-D

*** LOAD CASE DATA

NO NAME TYPE SELF WEIGHT FACTOR DESCRIPTION

X Y Z

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

1 peso proprio D 0.000 0.000 -1.000

2 permanenti D 0.000 0.000 0.000

*** MATERIAL PROPERTY DATA

NO NAME TYPE MODULUS OF SHEAR THERMAL POISSON WEIGHT

ELASTICITY MODULUS COEFF. RATIO DENSITY

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

2 Rck55 USER 3.64e+007 1.517e+007 1e-005 0.2 13.52

3 Rck45 CONC 3.408e+007 1.42e+007 1e-005 0.2 24.52

*** NODE DATA

NO X Y Z TEMPERATURE

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

1 0.4 1.02 -0.7 0

2 29.1 1.02 -0.7 0

3 0.4 3.255 -0.7 0

4 29.1 3.255 -0.7 0

5 0.4 5.49 -0.7 0

6 29.1 5.49 -0.7 0

7 0.4 7.725 -0.7 0

8 29.1 7.725 -0.7 0

9 0.4 9.96 -0.7 0

10 29.1 9.96 -0.7 0

11 0.4 12.19 -0.7 0

12 29.1 12.19 -0.7 0

13 0.4 -0.1 0 0

14 2.45 -0.1 0 0

15 4.5 -0.1 0 0

16 6.55 -0.1 0 0

17 8.6 -0.1 0 0

18 10.65 -0.1 0 0

19 12.7 -0.1 0 0


20 14.75 -0.1 0 0

21 16.8 -0.1 0 0

22 18.85 -0.1 0 0

23 20.9 -0.1 0 0

24 22.95 -0.1 0 0

25 25 -0.1 0 0

26 27.05 -0.1 0 0

27 29.1 -0.1 0 0

28 0 1.02 0 0

29 0.4 1.02 0 0

30 2.45 1.02 0 0

31 4.5 1.02 0 0

32 6.55 1.02 0 0

33 8.6 1.02 0 0

34 10.65 1.02 0 0

35 12.7 1.02 0 0

36 14.75 1.02 0 0

37 16.8 1.02 0 0

38 18.85 1.02 0 0

39 20.9 1.02 0 0

40 22.95 1.02 0 0

41 25 1.02 0 0

42 27.05 1.02 0 0

43 29.1 1.02 0 0

44 29.5 1.02 0 0

45 0 3.255 0 0

46 0.4 3.255 0 0

47 2.45 3.255 0 0

48 4.5 3.255 0 0

49 6.55 3.255 0 0

50 8.6 3.255 0 0

51 10.65 3.255 0 0

52 12.7 3.255 0 0

53 14.75 3.255 0 0

54 16.8 3.255 0 0

55 18.85 3.255 0 0

56 20.9 3.255 0 0

57 22.95 3.255 0 0

58 25 3.255 0 0

59 27.05 3.255 0 0

60 29.1 3.255 0 0

61 29.5 3.255 0 0

62 0 5.49 0 0

63 0.4 5.49 0 0

64 2.45 5.49 0 0

65 4.5 5.49 0 0

66 6.55 5.49 0 0

67 8.6 5.49 0 0

68 10.65 5.49 0 0

69 12.7 5.49 0 0

70 14.75 5.49 0 0

71 16.8 5.49 0 0

72 18.85 5.49 0 0

73 20.9 5.49 0 0

74 22.95 5.49 0 0

75 25 5.49 0 0

76 27.05 5.49 0 0

77 29.1 5.49 0 0

78 29.5 5.49 0 0

79 0 7.725 0 0

80 0.4 7.725 0 0

81 2.45 7.725 0 0


82 4.5 7.725 0 0

83 6.55 7.725 0 0

84 8.6 7.725 0 0

85 10.65 7.725 0 0

86 12.7 7.725 0 0

87 14.75 7.725 0 0

88 16.8 7.725 0 0

89 18.85 7.725 0 0

90 20.9 7.725 0 0

91 22.95 7.725 0 0

92 25 7.725 0 0

93 27.05 7.725 0 0

94 29.1 7.725 0 0

95 29.5 7.725 0 0

96 0 9.96 0 0

97 0.4 9.96 0 0

98 2.45 9.96 0 0

99 4.5 9.96 0 0

100 6.55 9.96 0 0

101 8.6 9.96 0 0

102 10.65 9.96 0 0

103 12.7 9.96 0 0

104 14.75 9.96 0 0

105 16.8 9.96 0 0

106 18.85 9.96 0 0

107 20.9 9.96 0 0

108 22.95 9.96 0 0

109 25 9.96 0 0

110 27.05 9.96 0 0

111 29.1 9.96 0 0

112 29.5 9.96 0 0

113 0 12.19 0 0

114 0.4 12.19 0 0

115 2.45 12.19 0 0

116 4.5 12.19 0 0

117 6.55 12.19 0 0

118 8.6 12.19 0 0

119 10.65 12.19 0 0

120 12.7 12.19 0 0

121 14.75 12.19 0 0

122 16.8 12.19 0 0

123 18.85 12.19 0 0

124 20.9 12.19 0 0

125 22.95 12.19 0 0

126 25 12.19 0 0

127 27.05 12.19 0 0

128 29.1 12.19 0 0

129 29.5 12.19 0 0

130 0.4 14.17 0 0

131 2.45 14.17 0 0

132 4.5 14.18 0 0

133 6.55 14.21 0 0

134 8.6 14.26 0 0

135 10.65 14.34 0 0

136 12.7 14.43 0 0

137 14.75 14.5 0 0

138 16.8 14.68 0 0

139 18.85 14.81 0 0

140 20.9 14.95 0 0

141 22.95 15.11 0 0

142 25 15.3 0 0

143 27.05 15.43 0 0


144 29.1 15.54 0 0

*** SUPPORT / SPECIFIED DISPLACEMENT / POINT SPRING SUPPORT

** SUPPORT / SPECIFIED DISPLACEMENT

NODE SUPPORT SPECIFIED DISPLACEMENT

DDDRRR Dx Dy Dz Rx Ry Rz

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

1 001000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 101000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3 001000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4 101000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5 011000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

6 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

7 011000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

8 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

9 011000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

10 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

11 001000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

12 101000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

*** FLOOR DIAPHRAGM / RIGID LINK DATA

MASTER DDDRRR NODES OF SAME DISPLACEMENT

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

1 111111 29

2 111111 43

3 111111 46

4 111111 60

5 111111 63

6 111111 77

7 111111 80

8 111111 94

9 111111 97

10 111111 111

11 111111 114

12 111111 128

*** SECTION PROPERTY DATA

NO NAME SHAPE H B tw tf1 r1

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

3 traverso T 1.7 2.05 0.3 0.3 0

4 traverso ~ L 0.8 1.43 0.86 0.3 0

5 soletta SB 0.2 2.05 0 0 0

10 UAU140 GEN 0 0 0 0 0

NO NAME STIFFNESS SCALE FACTOR

A Asy Asz Ix Iy Iz W Boundary Group

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

3 traverso

4 traverso ~

5 soletta

10 UAU140


NO NAME AREA MOMENT OF INERTIA SHAPE FACTOR

[SRC:EQIV.] Ix Iy Iz k-Y k-Z

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

3 traverso 1.035 0.0324 0.2535 0.2185 0.4952 0.4928

4 traverso ~ 0.8575 0.06232 0.04646 0.116 0.4155 0.6686

5 soletta 0.41 0.005131 0.001367 0.1436 0.8333 0.8333

10 UAU140 1.273 0.3015 0.4932 0.4213 0.4942 0.3858

NO NAME SECTION MODULUS Sy SECTION MODULUS Sz

I or CONC. J or STEEL I or CONC. J or STEEL

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

3 traverso 0.2104 0.2104 0.2132 0.2132

4 traverso ~ 0.1034 0.1034 0.1357 0.1357

5 soletta 0.01367 0.01367 0.1401 0.1401

*** BEAM MEMBER DATA

NO NODAL CONNECTIVITY BEAM END RELEASE MATERIAL SECTION LENGTH

I J I J

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

1 28 29 - - Rck55 UAU140 0.4

2 29 30 - - Rck55 UAU140 2.05

3 30 31 - - Rck55 UAU140 2.05

4 31 32 - - Rck55 UAU140 2.05

5 32 33 - - Rck55 UAU140 2.05

6 33 34 - - Rck55 UAU140 2.05

7 34 35 - - Rck55 UAU140 2.05

8 35 36 - - Rck55 UAU140 2.05

9 36 37 - - Rck55 UAU140 2.05

10 37 38 - - Rck55 UAU140 2.05

11 38 39 - - Rck55 UAU140 2.05

12 39 40 - - Rck55 UAU140 2.05

13 40 41 - - Rck55 UAU140 2.05

14 41 42 - - Rck55 UAU140 2.05

15 42 43 - - Rck55 UAU140 2.05

16 43 44 - - Rck55 UAU140 0.4

25 29 13 - - Rck45 traverso testa~ 1.12


30 30 47 - - Rck45 soletta 2.235

31 31 48 - - Rck45 soletta 2.235

32 32 49 - - Rck45 soletta 2.235

33 33 50 - - Rck45 soletta 2.235

34 34 51 - - Rck45 soletta 2.235

35 35 52 - - Rck45 soletta 2.235

36 36 53 - - Rck45 traverso 2.235

37 37 54 - - Rck45 soletta 2.235

38 38 55 - - Rck45 soletta 2.235


40 45 46 - - Rck55 UAU140 0.4

41 46 47 - - Rck55 UAU140 2.05

42 47 48 - - Rck55 UAU140 2.05

43 48 49 - - Rck55 UAU140 2.05

44 49 50 - - Rck55 UAU140 2.05

45 50 51 - - Rck55 UAU140 2.05

46 51 52 - - Rck55 UAU140 2.05

47 52 53 - - Rck55 UAU140 2.05

48 53 54 - - Rck55 UAU140 2.05

49 54 55 - - Rck55 UAU140 2.05

50 55 56 - - Rck55 UAU140 2.05


51 60 61 - - Rck55 UAU140 0.4


53 47 64 - - Rck45 soletta 2.235

54 48 65 - - Rck45 soletta 2.235

55 49 66 - - Rck45 soletta 2.235

56 50 67 - - Rck45 soletta 2.235

57 51 68 - - Rck45 soletta 2.235

58 52 69 - - Rck45 soletta 2.235

59 53 70 - - Rck45 traverso 2.235

60 54 71 - - Rck45 soletta 2.235

61 55 72 - - Rck45 soletta 2.235


63 62 63 - - Rck55 UAU140 0.4

64 63 64 - - Rck55 UAU140 2.05

65 64 65 - - Rck55 UAU140 2.05

66 65 66 - - Rck55 UAU140 2.05

67 66 67 - - Rck55 UAU140 2.05

68 67 68 - - Rck55 UAU140 2.05

69 68 69 - - Rck55 UAU140 2.05

70 69 70 - - Rck55 UAU140 2.05

71 70 71 - - Rck55 UAU140 2.05

72 71 72 - - Rck55 UAU140 2.05

73 72 73 - - Rck55 UAU140 2.05

74 77 78 - - Rck55 UAU140 0.4


76 64 81 - - Rck45 soletta 2.235

77 65 82 - - Rck45 soletta 2.235

78 66 83 - - Rck45 soletta 2.235

79 67 84 - - Rck45 soletta 2.235

80 68 85 - - Rck45 soletta 2.235

81 69 86 - - Rck45 soletta 2.235

82 70 87 - - Rck45 traverso 2.235

83 71 88 - - Rck45 soletta 2.235

84 72 89 - - Rck45 soletta 2.235


86 80 79 - - Rck55 UAU140 0.4

87 81 80 - - Rck55 UAU140 2.05

88 82 81 - - Rck55 UAU140 2.05

89 83 82 - - Rck55 UAU140 2.05

90 84 83 - - Rck55 UAU140 2.05

91 85 84 - - Rck55 UAU140 2.05

92 86 85 - - Rck55 UAU140 2.05

93 87 86 - - Rck55 UAU140 2.05

94 88 87 - - Rck55 UAU140 2.05

95 89 88 - - Rck55 UAU140 2.05

96 94 93 - - Rck55 UAU140 2.05

97 95 94 - - Rck55 UAU140 0.4


99 81 98 - - Rck45 soletta 2.235

100 82 99 - - Rck45 soletta 2.235

101 83 100 - - Rck45 soletta 2.235

102 84 101 - - Rck45 soletta 2.235

103 85 102 - - Rck45 soletta 2.235

104 86 103 - - Rck45 soletta 2.235

105 87 104 - - Rck45 traverso 2.235

106 88 105 - - Rck45 soletta 2.235

107 89 106 - - Rck45 soletta 2.235


109 97 96 - - Rck55 UAU140 0.4

110 98 97 - - Rck55 UAU140 2.05

111 99 98 - - Rck55 UAU140 2.05

112 100 99 - - Rck55 UAU140 2.05


113 101 100 - - Rck55 UAU140 2.05

114 102 101 - - Rck55 UAU140 2.05

115 103 102 - - Rck55 UAU140 2.05

116 104 103 - - Rck55 UAU140 2.05

117 105 104 - - Rck55 UAU140 2.05

118 106 105 - - Rck55 UAU140 2.05

119 111 110 - - Rck55 UAU140 2.05

120 112 111 - - Rck55 UAU140 0.4


136 19 35 - - Rck45 soletta 1.12

137 14 30 - - Rck45 soletta 1.12

138 15 31 - - Rck45 soletta 1.12

139 16 32 - - Rck45 soletta 1.12

140 17 33 - - Rck45 soletta 1.12

141 18 34 - - Rck45 soletta 1.12

142 20 36 - - Rck45 soletta 1.12

143 21 37 - - Rck45 soletta 1.12

144 22 38 - - Rck45 soletta 1.12


146 98 115 - - Rck45 soletta 2.235

147 99 116 - - Rck45 soletta 2.235

148 100 117 - - Rck45 soletta 2.235

149 101 118 - - Rck45 soletta 2.235

150 102 119 - - Rck45 soletta 2.235

151 103 120 - - Rck45 soletta 2.235

152 104 121 - - Rck45 traverso 2.235

153 105 122 - - Rck45 soletta 2.235

154 106 123 - - Rck45 soletta 2.235


156 114 113 - - Rck55 UAU140 0.4

157 115 114 - - Rck55 UAU140 2.05

158 116 115 - - Rck55 UAU140 2.05

159 117 116 - - Rck55 UAU140 2.05

160 118 117 - - Rck55 UAU140 2.05

161 119 118 - - Rck55 UAU140 2.05

162 120 119 - - Rck55 UAU140 2.05

163 121 120 - - Rck55 UAU140 2.05

164 122 121 - - Rck55 UAU140 2.05

165 123 122 - - Rck55 UAU140 2.05

166 128 127 - - Rck55 UAU140 2.05

167 129 128 - - Rck55 UAU140 0.4


169 115 131 - - Rck45 soletta 1.98

170 116 132 - - Rck45 soletta 1.99

171 117 133 - - Rck45 soletta 2.02

172 118 134 - - Rck45 soletta 2.07

173 119 135 - - Rck45 soletta 2.15

174 120 136 - - Rck45 soletta 2.24

175 121 137 - - Rck45 soletta 2.31

176 122 138 - - Rck45 soletta 2.49

177 123 139 - - Rck45 soletta 2.62


179 39 56 - - Rck45 soletta 2.235

181 56 57 - - Rck55 UAU140 2.05

182 56 73 - - Rck45 soletta 2.235

183 73 74 - - Rck55 UAU140 2.05

184 73 90 - - Rck45 soletta 2.235

185 90 89 - - Rck55 UAU140 2.05

186 90 107 - - Rck45 soletta 2.235

187 107 106 - - Rck55 UAU140 2.05

188 23 39 - - Rck45 soletta 1.12

189 107 124 - - Rck45 soletta 2.235


190 124 123 - - Rck55 UAU140 2.05

191 124 140 - - Rck45 soletta 2.76

192 40 57 - - Rck45 soletta 2.235

194 57 58 - - Rck55 UAU140 2.05

195 57 74 - - Rck45 soletta 2.235

196 74 75 - - Rck55 UAU140 2.05

197 74 91 - - Rck45 soletta 2.235

198 91 90 - - Rck55 UAU140 2.05

199 91 108 - - Rck45 soletta 2.235

200 108 107 - - Rck55 UAU140 2.05

201 24 40 - - Rck45 soletta 1.12

202 108 125 - - Rck45 soletta 2.235

203 125 124 - - Rck55 UAU140 2.05

204 125 141 - - Rck45 soletta 2.92

205 41 58 - - Rck45 soletta 2.235

207 58 59 - - Rck55 UAU140 2.05

208 58 75 - - Rck45 soletta 2.235

209 75 76 - - Rck55 UAU140 2.05

210 75 92 - - Rck45 soletta 2.235

211 92 91 - - Rck55 UAU140 2.05

212 92 109 - - Rck45 soletta 2.235

213 109 108 - - Rck55 UAU140 2.05

214 25 41 - - Rck45 soletta 1.12

215 109 126 - - Rck45 soletta 2.235

216 126 125 - - Rck55 UAU140 2.05

217 126 142 - - Rck45 soletta 3.11

218 42 59 - - Rck45 soletta 2.235

220 59 60 - - Rck55 UAU140 2.05

221 59 76 - - Rck45 soletta 2.235

222 76 77 - - Rck55 UAU140 2.05

223 76 93 - - Rck45 soletta 2.235

224 93 92 - - Rck55 UAU140 2.05

225 93 110 - - Rck45 soletta 2.235

226 110 109 - - Rck55 UAU140 2.05

227 26 42 - - Rck45 soletta 1.12

228 110 127 - - Rck45 soletta 2.235

229 127 126 - - Rck55 UAU140 2.05

230 127 143 - - Rck45 soletta 3.24

*** TOTAL WEIGHT / VOLUMN / SURFACE AREA SUMMARY

SECTION SECION SURFACE AREA VOLUMN WEIGHT FRAME TRUSS

NO NAME NUMBER NUMBER

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

3 traverso 83.81 11.57 283.6 5 0

4 traverso testa~ 133.1 25.66 629 14 0

5 soletta 812.5 74.03 1815 86 0

10 UAU140 2506 225.3 3046 96 0

*** LOAD DATA

; Self Weight, Nodal Load, Specified Displacement, Beam Load, Floor Load, Finishing Material Load,

System Temperature, Nodal Temperature, Element Temperature, Beam Section Temperature,

Wind Load, Static Seismic Load, Time History Analysis Data

[ LOAD CASE : peso proprio ]

** SELF WEIGHT DATA

; X=0, Y=0, Z=-1


[ LOAD CASE : permanenti ]

** BEAM LOAD DATA

MEMBER TYPE DIR. PROJ. D1 P1 D2 P2 D3 P3 D4 P4

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

25 Uniform Load GZ NO 0 -3.08 1 -3.08 0 0 0 0










































































































*** LOAD COMBINATION DATA

** GENERAL

NO NAME TYPE ACTIVE DESCRIPTION

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

1 SLU Add ACTIVE

2 1 Add ACTIVE


Allegato B - Output modello strutturale

****************************************************************************************************

** midas Gen V.741 Modeling, Integrated Design & Analysis Software **

** GENERAL STRUCTURE DESIGN SYSTEM **

****************************************************************************************************

XXX XXX XX XXXXXXXX XXXXXXX XXXXXXXX

XXXX XXXX XX XX XX XX XX XX XX

XX XXX XX XX XX XX XX XX XX

XX X XX XX XX XX XXXXXXX XXXXXXXX

XXX XX XXX XXX XX XX XX XXX

XXX XX XXX XXX XX XXX XX XX XXX

XXX XX XXX XXX XX XXX XX XX XXX

XXX XX XXX XXXXXXXX XXX XX XXXXXXXX /Gen

VERSION 741

COPYRIGHT (C) 1989-2007. MIDAS Information Technology Co.,Ltd.

ALL RIGHTS RESERVED. MIDAS TEAM

****************************************************************************************************

ANALYSIS RESULT OUTPUT

__________________________


LOAD SET FOR DISPLACMENT OUTPUT - Load Set 1

____________________________________________________________________________________________________

<< LOAD COMB/CASE/ENVEL ABBREVIATION TABLE >>

ABBREVIATION FULL NAME TYPE DESCRIPTION

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

carich~1 carich imobili A Moving

peso p~1 peso proprio Static

perman~1 permanenti Static

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

<< SELECTED LOAD CASE/COMBINATION DETAIL LIST >>

[[Selected Load Cases]]

LOAD CASE ANAL.TYPE DESCRIPTION STATIC LOAD CASE DETAIL TYPE

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

carich~1 Moving

peso p~1 Static Dead Load (D)

perman~1 Static Dead Load (D)

[[Selected Load Combinations]]

L. COMB TYPE COMBINATION DETAIL

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

SLU Gen.Comb 1.350 x peso p~1 + 1.500 x perman~1 + 1.350 x carich~1

____________________________________________________________________________________________________


LOAD SET FOR REACTION OUTPUT - Load Set 1

____________________________________________________________________________________________________



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




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




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

carich~1 Moving





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


____________________________________________________________________________________________________


LOAD SET FOR ELEMENT OUTPUT - Load Set 1

____________________________________________________________________________________________________



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




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




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

carich~1 Moving





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


____________________________________________________________________________________________________


NODE DISPLACEMENT AND ROTATIONS DEFAULT PRINTOUT Unit System : kN , m

__________________________________________________

121 carich~1 Max 0.000 0.000 0.000 0.0 0.0 0.0

Min -0.000 -0.000 -0.014 -0.0 -0.0 -0.0

peso p~1 -0.000 0.000 -0.016 -0.0 0.0 -0.0

perman~1 -0.000 0.000 -0.005 -0.0 0.0 -0.0

SLU Max -0.001 0.000 -0.030 0.0 0.0 0.0

Min -0.001 -0.000 -0.049 -0.0 -0.0 -0.0

____________________________________________________________________________________________________


BEAM ELEMENT FORCES & MOMENTS DEFAULT PRINTOUT. Unit System : kN , m

_________________________________________________

ELEM MAT SEC LC PT AXIAL SHEAR-y SHEAR-z TORSION MOMENT-y MOMENT-z

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

1 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -1.4 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

2 2 10 carich~1 Max I 28.4 19.2 1.4 234.6 85.2 40.8

J 28.4 19.2 1.4 234.6 1044.2 17.9

Min I -33.0 -11.5 -512.2 -222.5 -46.4 -33.7

J -33.0 -11.5 -512.2 -222.5 -0.0 -21.6

peso p~1 I 2.5 1.1 -407.1 -18.8 10.0 -1.9

J 2.5 1.1 -371.8 -18.8 808.3 -4.2

perman~1 I 3.4 0.7 -89.6 -27.1 5.2 -3.0

J 3.4 0.7 -89.6 -27.1 188.9 -4.5

SLU Max I 46.8 28.5 -682.0 250.7 136.4 47.9

J 46.8 28.5 -634.3 250.7 2784.2 11.7

Min I -36.0 -12.9 -1375.4 -366.4 -41.3 -52.6

J -36.0 -12.9 -1327.7 -366.4 1374.6 -41.6

3 2 10 carich~1 Max I 29.0 17.6 34.7 230.7 1043.3 45.5

J 29.0 17.6 34.7 230.7 1831.5 23.4

Min I -57.8 -10.5 -437.5 -224.8 -0.0 -38.7

J -57.8 -10.5 -437.5 -224.8 -0.0 -37.4

peso p~1 I 2.3 -0.3 -349.5 -20.3 809.0 -2.4

J 2.3 -0.3 -314.2 -20.3 1489.2 -1.8

perman~1 I 3.0 -0.5 -76.2 -28.2 189.8 -2.2

J 3.0 -0.5 -76.2 -28.2 346.1 -1.3

SLU Max I 46.8 22.8 -539.3 241.8 2785.3 54.8

J 46.8 22.8 -491.7 241.8 5002.1 27.1

Min I -70.5 -15.2 -1176.8 -373.1 1376.8 -58.8

J -70.5 -15.2 -1129.2 -373.1 2529.5 -54.9

4 2 10 carich~1 Max I 39.7 14.3 81.8 219.1 1831.4 52.4

J 39.7 14.3 81.8 219.1 2385.2 45.3

Min I -81.7 -10.2 -370.7 -216.8 -0.1 -58.7

J -81.7 -10.2 -370.7 -216.8 -0.1 -59.8

peso p~1 I 3.3 -1.0 -291.4 -21.6 1489.2 -1.7

J 3.3 -1.0 -256.2 -21.6 2050.5 0.4


perman~1 I 4.3 -1.2 -62.3 -28.8 346.1 -1.0

J 4.3 -1.2 -62.3 -28.8 473.8 1.5

SLU Max I 64.5 16.1 -376.5 223.5 5001.9 66.9

J 64.5 16.1 -328.8 223.5 6698.8 63.8

Min I -99.4 -16.9 -987.4 -365.0 2529.4 -83.0

J -99.4 -16.9 -939.7 -365.0 3478.7 -78.0

5 2 10 carich~1 Max I 48.0 10.0 119.5 212.8 2386.5 50.3

J 48.0 10.0 119.5 212.8 2760.0 59.0

Min I -90.7 -11.7 -315.2 -209.8 -0.1 -67.1

J -90.7 -11.7 -315.2 -209.8 -0.1 -72.9

peso p~1 I 5.0 -1.5 -233.1 -22.5 2050.0 -1.0

J 5.0 -1.5 -197.8 -22.5 2491.6 2.1

perman~1 I 6.7 -1.6 -47.9 -29.0 473.1 -0.1

J 6.7 -1.6 -47.9 -29.0 571.4 3.2

SLU Max I 81.6 9.1 -225.2 213.3 6698.9 66.4

J 81.6 9.1 -177.6 213.3 7946.8 87.1

Min I -105.7 -20.2 -812.0 -357.3 3477.0 -92.1

J -105.7 -20.2 -764.4 -357.3 4220.6 -90.9

6 2 10 carich~1 Max I 55.5 9.3 155.7 205.6 2761.8 52.6

J 55.5 9.3 155.7 205.6 2981.6 67.8

Min I -85.4 -15.9 -268.0 -201.1 -0.3 -66.2

J -85.4 -15.9 -268.0 -201.1 -0.4 -78.1

peso p~1 I 7.6 -2.8 -174.5 -22.9 2490.6 -1.0

J 7.6 -2.8 -139.2 -22.9 2812.2 4.7

perman~1 I 10.1 -2.9 -33.4 -28.5 570.1 -0.4

J 10.1 -2.9 -33.4 -28.5 638.5 5.6

SLU Max I 100.3 4.4 -75.4 204.0 7945.9 69.0

J 100.3 4.4 -27.8 204.0 8779.5 106.2

Min I -89.9 -29.6 -647.4 -345.0 4217.1 -91.3

J -89.9 -29.6 -599.8 -345.0 4753.7 -90.8

7 2 10 carich~1 Max I 68.3 18.3 190.3 194.9 2982.7 55.7

J 68.3 18.3 190.3 194.9 3070.1 77.9

Min I -73.4 -22.4 -226.7 -188.8 -0.7 -62.8

J -73.4 -22.4 -226.7 -188.8 -1.1 -79.6

peso p~1 I 11.2 -6.2 -115.9 -22.0 2810.6 -0.4

J 11.2 -6.2 -80.6 -22.0 3012.1 12.3

perman~1 I 15.1 -7.6 -18.8 -26.1 636.2 -0.7

J 15.1 -7.6 -18.8 -26.1 674.8 14.9

SLU Max I 130.0 4.9 72.2 194.3 8775.2 73.6

J 130.0 4.9 119.9 194.3 9223.1 144.1

Min I -61.3 -50.0 -490.8 -323.7 4747.6 -86.4

J -61.3 -50.0 -443.1 -323.7 5077.0 -68.6

8 2 10 carich~1 Max I 85.0 65.7 224.5 184.1 3073.1 57.0

J 85.0 65.7 224.5 184.1 3061.3 164.2

Min I -69.9 -58.1 -190.8 -165.5 -1.9 -67.7

J -69.9 -58.1 -190.8 -165.5 -3.0 -149.0


peso p~1 I 15.5 -13.2 -57.6 -19.5 3010.0 6.1

J 15.5 -13.2 -22.3 -19.5 3091.8 33.2

perman~1 I 21.3 -18.5 -4.6 -20.7 671.7 6.7

J 21.3 -18.5 -4.6 -20.7 681.0 44.7

SLU Max I 167.7 43.1 218.6 191.3 9219.6 95.2

J 167.7 43.1 266.2 191.3 9328.2 333.5

Min I -41.5 -124.1 -342.2 -280.8 5068.5 -73.1

J -41.5 -124.1 -294.5 -280.8 5191.5 -89.3

9 2 10 carich~1 Max I 104.5 48.0 202.8 163.8 3064.0 141.4

J 104.5 48.0 202.8 163.8 2984.2 68.9

Min I -83.5 -68.9 -189.5 -217.9 -3.1 -143.2

J -83.5 -68.9 -189.5 -217.9 -1.4 -75.7

peso p~1 I 17.2 11.3 21.4 19.6 3091.5 30.7

J 17.2 11.3 56.7 19.6 3011.4 7.5

perman~1 I 23.5 16.1 3.4 20.8 680.6 41.5

J 23.5 16.1 3.4 20.8 673.6 8.5

SLU Max I 199.5 104.3 307.9 278.7 9330.8 294.7

J 199.5 104.3 355.5 278.7 9104.4 115.9

Min I -54.2 -53.6 -221.8 -236.6 5190.2 -89.6

J -54.2 -53.6 -174.2 -236.6 5073.9 -79.4

10 2 10 carich~1 Max I 112.3 14.7 233.3 185.5 2991.5 58.5

J 112.3 14.7 233.3 185.5 2798.1 70.3

Min I -95.9 -21.1 -146.2 -228.0 -1.1 -55.7

J -95.9 -21.1 -146.2 -228.0 -0.6 -66.5

peso p~1 I 15.5 4.2 79.8 22.2 3012.1 10.1

J 15.5 4.2 115.1 22.2 2812.3 1.5

perman~1 I 20.7 5.0 17.7 26.2 674.8 12.0

J 20.7 5.0 17.7 26.2 638.6 1.6

SLU Max I 203.6 33.1 449.1 319.7 9117.1 110.6

J 203.6 33.1 496.8 319.7 8532.0 99.4

Min I -77.5 -15.2 -63.2 -238.6 5077.1 -43.6

J -77.5 -15.2 -15.6 -238.6 4753.8 -85.3

11 2 10 carich~1 Max I 126.5 14.8 260.3 198.5 2806.1 50.4

J 126.5 14.8 260.3 198.5 2481.8 69.7

Min I -114.0 -13.1 -106.0 -215.6 -0.5 -40.6

J -114.0 -13.1 -106.0 -215.6 -0.3 -62.7

peso p~1 I 14.5 0.8 138.4 23.0 2812.5 3.0

J 14.5 0.8 173.7 23.0 2492.7 1.3

perman~1 I 19.3 0.4 32.2 28.6 639.0 3.0

J 19.3 0.4 32.2 28.6 572.9 2.3

SLU Max I 219.5 21.6 586.5 341.9 8543.6 76.6

J 219.5 21.6 634.2 341.9 7575.0 99.3

Min I -105.3 -16.1 92.0 -217.1 4754.7 -46.2

J -105.3 -16.1 139.6 -217.1 4224.2 -79.4

12 2 10 carich~1 Max I 143.1 17.5 290.2 210.3 2488.3 43.7

J 143.1 17.5 290.2 210.3 2027.4 66.3

Min I -127.9 -14.2 -67.3 -216.6 -0.2 -28.5


J -127.9 -14.2 -67.3 -216.6 -0.1 -56.4

peso p~1 I 14.6 -0.3 197.0 22.6 2492.2 0.8

J 14.6 -0.3 232.2 22.6 2052.3 1.3

perman~1 I 19.5 -0.9 46.8 29.1 572.3 1.0

J 19.5 -0.9 46.8 29.1 476.4 2.9

SLU Max I 242.2 21.8 727.9 358.1 7582.2 61.5

J 242.2 21.8 775.5 358.1 6222.1 95.7

Min I -123.6 -20.9 245.2 -218.1 4222.8 -35.9

J -123.6 -20.9 292.8 -218.1 3485.1 -70.0

13 2 10 carich~1 Max I 160.7 18.9 318.2 221.4 2029.4 31.7

J 160.7 18.9 318.2 221.4 1441.8 67.8

Min I -145.2 -22.2 -33.1 -216.6 -0.1 -15.8

J -145.2 -22.2 -33.1 -216.6 -0.0 -49.3

peso p~1 I 15.4 -0.7 255.3 21.6 2051.5 -0.7

J 15.4 -0.7 290.6 21.6 1491.9 0.7

perman~1 I 20.7 -1.3 61.1 28.9 475.1 -0.4

J 20.7 -1.3 61.1 28.9 349.8 2.3

SLU Max I 268.8 22.7 866.0 371.3 6221.9 41.3

J 268.8 22.7 913.6 371.3 4485.2 95.8

Min I -144.3 -32.8 391.7 -220.0 3482.1 -22.8

J -144.3 -32.8 439.3 -220.0 2538.6 -62.3

14 2 10 carich~1 Max I 183.4 17.8 340.3 227.3 1436.0 35.7

J 183.4 17.8 340.3 227.3 759.9 67.2

Min I -169.2 -25.3 -10.7 -212.6 -0.0 -4.4

J -169.2 -25.3 -10.7 -212.6 -0.0 -35.5

peso p~1 I 16.8 -1.4 313.4 20.3 1490.6 -2.8

J 16.8 -1.4 348.6 20.3 812.1 0.2

perman~1 I 22.8 -2.0 75.1 28.3 348.0 -2.6

J 22.8 -2.0 75.1 28.3 194.1 1.5

SLU Max I 304.5 19.1 995.0 376.7 4473.0 40.5

J 304.5 19.1 1042.7 376.7 2413.3 93.2

Min I -171.6 -39.1 521.2 -217.2 2534.3 -13.6

J -171.6 -39.1 568.8 -217.2 1387.4 -45.5

15 2 10 carich~1 Max I 216.2 22.1 359.0 227.5 746.0 41.4

J 216.2 22.1 359.0 227.5 82.2 28.7

Min I -197.6 -18.8 -1.8 -203.7 -0.0 -18.9

J -197.6 -18.8 -1.8 -203.7 -69.9 -13.8

peso p~1 I 19.2 -2.7 371.0 18.8 810.3 -4.7

J 19.2 -2.7 406.3 18.8 13.6 0.8

perman~1 I 26.2 -2.8 88.5 27.0 191.5 -5.0

J 26.2 -2.8 88.5 27.0 10.2 0.7

SLU Max I 357.1 22.0 1118.2 372.9 2388.3 42.2

J 357.1 22.0 1165.8 372.9 144.6 40.9

Min I -201.6 -33.1 631.1 -209.2 1381.1 -39.2

J -201.6 -33.1 678.7 -209.2 -60.8 -16.6

16 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0


J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -6.9 0.0 -1.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

25 3 4 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -260.7 0.0 -88.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -23.5 0.0 -13.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -3.4 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -37.0 0.0 -20.7 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -388.9 0.0 -140.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

29 3 4 carich~1 Max I 11.5 28.4 188.4 84.0 190.1 33.8

J 11.5 28.4 197.5 84.0 224.1 37.8

Min I -19.2 -33.0 -247.0 -87.2 -167.4 -39.6

J -19.2 -33.0 -174.6 -87.2 -242.2 -32.0

peso p~1 I -1.1 2.5 -36.1 6.3 -22.9 3.6

J -1.1 2.5 10.9 6.3 5.3 -2.1

perman~1 I -0.7 3.4 -24.3 8.8 -21.6 4.5

J -0.7 3.4 -17.4 8.8 24.9 -3.1

SLU Max I 12.9 46.8 169.2 135.1 193.3 57.2

J 12.9 46.8 255.3 135.1 347.1 43.5

Min I -28.5 -36.0 -418.6 -96.0 -289.3 -41.9

J -28.5 -36.0 -247.0 -96.0 -282.5 -50.7

30 3 5 carich~1 Max I 13.9 22.1 3.2 6.6 4.0 41.3

J 13.9 22.1 200.9 6.6 9.1 39.2

Min I -7.0 -40.3 -46.1 -6.9 -34.2 -55.8

J -7.0 -40.3 -8.9 -6.9 -76.0 -12.9

peso p~1 I 1.4 -0.3 -11.1 0.5 -4.1 -1.8

J 1.4 -0.3 11.4 0.5 -4.5 -1.3

perman~1 I 1.2 -0.4 -6.5 0.7 -2.1 -2.3

J 1.2 -0.4 7.3 0.7 -3.0 -1.3

SLU Max I 22.5 28.9 -20.4 10.7 -3.3 49.9

J 22.5 28.9 297.5 10.7 1.7 49.2

Min I -5.8 -55.4 -86.9 -7.5 -54.9 -81.2

J -5.8 -55.4 14.3 -7.5 -113.2 -21.1


31 3 5 carich~1 Max I 13.1 13.3 6.6 5.7 8.4 27.5

J 13.1 13.3 208.9 5.7 17.3 32.0

Min I -3.7 -28.9 -43.3 -6.0 -32.1 -37.5

J -3.7 -28.9 -16.6 -6.0 -80.7 -17.6

peso p~1 I 0.7 1.0 -11.5 0.5 -4.6 -0.2

J 0.7 1.0 11.0 0.5 -4.0 -2.3

perman~1 I 0.8 1.3 -7.0 0.7 -2.9 -0.3

J 0.8 1.3 6.7 0.7 -2.5 -3.2

SLU Max I 19.8 21.2 -17.2 9.4 0.8 36.5

J 19.8 21.2 306.8 9.4 14.1 35.2

Min I -2.9 -35.8 -84.6 -6.4 -53.8 -51.2

J -2.9 -35.8 2.5 -6.4 -118.1 -31.8

32 3 5 carich~1 Max I 15.4 13.8 10.7 4.8 13.6 21.0

J 15.4 13.8 218.8 4.8 22.8 21.4

Min I -4.6 -18.3 -37.5 -5.1 -32.0 -22.4

J -4.6 -18.3 -21.7 -5.1 -83.8 -18.8

peso p~1 I 0.5 1.8 -11.8 0.5 -5.1 1.4

J 0.5 1.8 10.6 0.5 -3.7 -2.5

perman~1 I 0.4 2.4 -7.5 0.6 -3.4 1.5

J 0.4 2.4 6.3 0.6 -2.1 -3.8

SLU Max I 22.0 24.6 -12.8 8.1 6.4 32.5

J 22.0 24.6 319.2 8.1 22.6 19.8

Min I -5.0 -18.8 -77.7 -5.3 -55.2 -26.1

J -5.0 -18.8 -5.5 -5.3 -121.4 -34.5

33 3 5 carich~1 Max I 13.7 23.3 12.3 3.9 15.5 30.1

J 13.7 23.3 227.4 3.9 23.4 15.9

Min I -4.8 -12.4 -31.3 -4.5 -28.4 -17.8

J -4.8 -12.4 -22.3 -4.5 -82.2 -23.0

peso p~1 I 1.3 2.6 -12.0 0.4 -5.3 3.1

J 1.3 2.6 10.4 0.4 -3.5 -2.6

perman~1 I 1.4 3.4 -7.7 0.5 -3.7 3.6

J 1.4 3.4 6.1 0.5 -1.9 -4.1

SLU Max I 22.2 40.1 -11.2 6.6 8.1 50.1

J 22.2 40.1 330.2 6.6 24.0 11.8

Min I -2.7 -8.1 -70.0 -4.8 -51.1 -14.4

J -2.7 -8.1 -6.9 -4.8 -118.6 -40.8

34 3 5 carich~1 Max I 14.2 31.4 12.3 3.0 15.7 41.8

J 14.2 31.4 234.3 3.0 19.8 18.3

Min I -15.7 -16.7 -23.4 -3.9 -22.0 -28.3

J -15.7 -16.7 -18.7 -3.9 -74.2 -30.2

peso p~1 I 3.4 3.6 -12.0 0.3 -5.3 5.0

J 3.4 3.6 10.4 0.3 -3.5 -3.0

perman~1 I 4.7 5.0 -7.7 0.4 -3.7 6.3

J 4.7 5.0 6.1 0.4 -1.9 -4.9

SLU Max I 30.8 54.8 -11.1 5.1 8.4 72.7

J 30.8 54.8 339.5 5.1 19.0 13.3


Min I -9.5 -10.1 -59.3 -4.3 -42.5 -21.9

J -9.5 -10.1 -2.0 -4.3 -107.8 -52.3

35 3 5 carich~1 Max I 39.0 34.2 8.7 2.1 11.3 48.0

J 39.0 34.2 239.2 2.1 13.2 27.3

Min I -52.4 -27.5 -205.4 -3.5 -19.6 -43.6

J -52.4 -27.5 -12.1 -3.5 -59.2 -33.3

peso p~1 I 7.0 4.3 -11.8 0.2 -5.1 6.2

J 7.0 4.3 10.6 0.2 -3.7 -3.4

perman~1 I 10.9 6.2 -7.4 0.2 -3.4 8.2

J 10.9 6.2 6.4 0.2 -2.3 -5.6

SLU Max I 78.6 61.2 -15.3 3.4 3.3 85.4

J 78.6 61.2 346.8 3.4 9.3 23.8

Min I -44.9 -22.0 -304.3 -4.2 -38.4 -38.3

J -44.9 -22.0 7.6 -4.2 -88.4 -58.1

36 3 3 carich~1 Max I 130.7 22.0 131.1 15.6 378.2 26.4

J 130.7 22.0 378.0 15.6 454.9 35.6

Min I -103.3 -18.3 -296.8 -15.4 -332.4 -24.2

J -103.3 -18.3 -218.2 -15.4 -255.9 -30.8

peso p~1 I -24.5 1.7 -32.5 -0.0 -50.0 2.4

J -24.5 1.7 24.3 -0.0 -40.9 -1.3

perman~1 I -34.6 2.2 -1.1 -0.0 -51.9 3.2

J -34.6 2.2 12.7 -0.0 -64.8 -1.7

SLU Max I 91.4 35.3 131.5 21.0 365.3 43.8

J 91.4 35.3 562.0 21.0 461.7 43.8

Min I -224.5 -19.2 -446.1 -20.9 -594.1 -24.5

J -224.5 -19.2 -242.8 -20.9 -497.8 -45.8

37 3 5 carich~1 Max I 41.6 29.1 7.6 3.3 10.2 36.8

J 41.6 29.1 194.1 3.3 10.6 41.6

Min I -55.3 -31.3 -233.5 -2.1 -40.0 -42.3

J -55.3 -31.3 -10.1 -2.1 -16.2 -34.4

peso p~1 I 7.2 -1.7 -11.8 -0.2 -5.1 -2.6

J 7.2 -1.7 10.6 -0.2 -3.7 1.2

perman~1 I 11.1 -2.8 -7.4 -0.2 -3.4 -3.5

J 11.1 -2.8 6.4 -0.2 -2.3 2.7

SLU Max I 82.3 32.8 -16.7 3.9 1.8 40.9

J 82.3 32.8 286.0 3.9 5.7 61.8

Min I -48.4 -48.6 -342.2 -3.4 -66.0 -65.8

J -48.4 -48.6 10.3 -3.4 -30.4 -40.8

38 3 5 carich~1 Max I 13.3 22.4 10.2 4.0 13.2 28.9

J 13.3 22.4 27.1 4.0 14.2 36.4

Min I -20.1 -26.3 -225.2 -3.0 -57.9 -37.6

J -20.1 -26.3 -14.0 -3.0 -21.5 -24.9

peso p~1 I 3.4 -0.9 -12.0 -0.3 -5.3 -1.4

J 3.4 -0.9 10.4 -0.3 -3.5 0.7

perman~1 I 4.7 -1.4 -7.7 -0.4 -3.7 -1.4

J 4.7 -1.4 6.1 -0.4 -2.0 1.7


SLU Max I 29.6 26.9 -14.0 4.3 5.0 34.9

J 29.6 26.9 59.7 4.3 11.5 52.6

Min I -15.6 -38.9 -331.8 -5.0 -91.0 -54.8

J -15.6 -38.9 4.2 -5.0 -36.7 -30.2

39 3 4 carich~1 Max I 22.1 31.0 170.0 67.7 226.8 26.1

J 22.1 31.0 243.1 67.7 147.9 26.2

Min I -18.8 -14.7 -177.3 -75.4 -200.7 -11.8

J -18.8 -14.7 -154.5 -75.4 -190.0 -58.3

peso p~1 I -2.7 -0.9 -11.5 -6.3 4.7 0.4

J -2.7 -0.9 35.5 -6.3 -22.1 2.5

perman~1 I -2.8 -1.2 16.5 -8.7 24.1 0.2

J -2.8 -1.2 23.4 -8.7 -20.5 2.9

SLU Max I 22.0 38.7 238.8 69.9 348.7 36.1

J 22.0 38.7 411.1 69.9 139.2 43.1

Min I -33.1 -22.9 -230.1 -123.3 -228.4 -15.2

J -33.1 -22.9 -125.6 -123.3 -317.0 -71.0

40 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -1.4 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

41 2 10 carich~1 Max I 16.2 30.9 2.8 330.0 59.9 75.7

J 16.2 30.9 2.8 330.0 995.7 45.6

Min I -8.9 -33.2 -500.6 -296.2 -54.9 -70.6

J -8.9 -33.2 -500.6 -296.2 -0.0 -41.1

peso p~1 I 1.1 -1.8 -409.8 -27.9 7.8 -7.1

J 1.1 -1.8 -374.5 -27.9 811.8 -3.3

perman~1 I 1.5 -1.3 -93.9 -38.6 3.5 -8.5

J 1.5 -1.3 -93.9 -38.6 196.0 -5.8

SLU Max I 25.7 37.2 -690.3 350.0 96.6 80.0

J 25.7 37.2 -642.7 350.0 2734.0 48.4

Min I -8.2 -49.2 -1369.9 -495.4 -58.4 -117.6

J -8.2 -49.2 -1322.2 -495.4 1389.8 -68.6

42 2 10 carich~1 Max I 56.8 28.8 47.9 319.7 982.8 59.6

J 56.8 28.8 47.9 319.7 1737.1 58.2

Min I -30.3 -27.3 -431.7 -291.3 -0.0 -57.8

J -30.3 -27.3 -431.7 -291.3 -0.0 -70.8

peso p~1 I 1.9 -2.6 -352.1 -27.9 811.5 -3.6

J 1.9 -2.6 -316.8 -27.9 1497.1 1.7

perman~1 I 2.4 -3.4 -80.0 -38.1 195.7 -5.1


J 2.4 -3.4 -80.0 -38.1 359.7 1.9

SLU Max I 82.8 30.3 -530.6 336.8 2715.9 67.9

J 82.8 30.3 -483.0 336.8 4905.7 83.8

Min I -34.8 -45.6 -1178.1 -488.0 1389.0 -90.6

J -34.8 -45.6 -1130.4 -488.0 2560.7 -90.4

43 2 10 carich~1 Max I 79.9 28.8 103.2 301.2 1729.4 69.5

J 79.9 28.8 103.2 301.2 2262.4 75.5

Min I -46.5 -25.7 -372.1 -274.1 -0.0 -80.4

J -46.5 -25.7 -372.1 -274.1 -0.0 -104.9

peso p~1 I 2.8 -2.9 -294.3 -27.1 1496.7 -1.4

J 2.8 -2.9 -259.0 -27.1 2063.8 4.6

perman~1 I 3.7 -3.9 -66.0 -37.0 359.3 -1.7

J 3.7 -3.9 -66.0 -37.0 494.6 6.3

SLU Max I 117.2 29.1 -357.0 314.5 4894.1 89.4

J 117.2 29.1 -309.4 314.5 6582.3 117.6

Min I -53.5 -44.4 -998.6 -462.1 2559.4 -113.0

J -53.5 -44.4 -951.0 -462.1 3528.0 -125.9

44 2 10 carich~1 Max I 83.0 28.1 143.9 277.0 2261.3 73.3

J 83.0 28.1 143.9 277.0 2622.0 91.1

Min I -53.8 -24.4 -320.7 -249.5 -0.0 -94.2

J -53.8 -24.4 -320.7 -249.5 -0.0 -122.5

peso p~1 I 3.8 -3.1 -236.4 -25.5 2063.3 0.0

J 3.8 -3.1 -201.1 -25.5 2511.8 6.4

perman~1 I 4.9 -4.0 -51.9 -35.1 494.1 0.4

J 4.9 -4.0 -51.9 -35.1 600.6 8.7

SLU Max I 124.6 27.6 -202.8 286.8 6579.3 99.6

J 124.6 27.6 -155.2 286.8 7831.5 144.7

Min I -60.1 -43.2 -830.1 -423.9 3526.6 -126.5

J -60.1 -43.2 -782.4 -423.9 4291.7 -143.6

45 2 10 carich~1 Max I 68.2 27.5 184.1 252.3 2627.8 75.6

J 68.2 27.5 184.1 252.3 2825.8 100.0

Min I -57.3 -24.6 -269.8 -226.4 -0.0 -99.7

J -57.3 -24.6 -269.8 -226.4 -0.0 -127.1

peso p~1 I 4.8 -3.9 -178.6 -23.2 2511.3 0.5

J 4.8 -3.9 -143.3 -23.2 2841.2 8.5

perman~1 I 6.0 -5.1 -37.8 -32.1 600.1 0.6

J 6.0 -5.1 -37.8 -32.1 677.6 11.1

SLU Max I 107.7 24.2 -49.3 261.1 7837.9 103.6

J 107.7 24.2 -1.7 261.1 8666.9 163.1

Min I -61.7 -46.2 -662.1 -385.2 4290.4 -133.0

J -61.7 -46.2 -614.4 -385.2 4852.0 -143.4

46 2 10 carich~1 Max I 50.5 35.0 231.7 235.9 2835.8 81.1

J 50.5 35.0 231.7 235.9 2854.5 104.9

Min I -52.9 -32.0 -214.7 -205.9 -0.0 -99.0

J -52.9 -32.0 -214.7 -205.9 -0.0 -117.8

peso p~1 I 5.6 -6.4 -120.8 -20.0 2840.8 0.7

J 5.6 -6.4 -85.5 -20.0 3052.2 13.7


perman~1 I 6.9 -8.9 -23.7 -27.7 677.2 -0.1

J 6.9 -8.9 -23.7 -27.7 725.9 18.2

SLU Max I 86.1 25.3 114.2 249.8 8679.3 110.3

J 86.1 25.3 161.8 249.8 9062.9 187.4

Min I -53.6 -65.1 -488.4 -346.6 4850.9 -132.9

J -53.6 -65.1 -440.8 -346.6 5209.2 -113.3

47 2 10 carich~1 Max I 44.3 95.9 293.1 223.1 2864.7 74.6

J 44.3 95.9 293.1 223.1 2705.8 161.3

Min I -47.7 -71.9 -161.8 -187.4 -0.1 -94.0

J -47.7 -71.9 -161.8 -187.4 -0.1 -174.7

peso p~1 I 6.2 -11.4 -63.0 -15.9 3051.9 4.6

J 6.2 -11.4 -27.7 -15.9 3144.8 27.9

perman~1 I 7.4 -18.2 -9.7 -21.1 725.6 4.4

J 7.4 -18.2 -9.7 -21.1 745.5 41.7

SLU Max I 79.3 86.8 296.1 248.0 9075.8 113.5

J 79.3 86.8 343.7 248.0 9016.7 318.1

Min I -44.9 -139.8 -318.1 -306.1 5208.3 -114.1

J -44.9 -139.8 -270.4 -306.1 5363.8 -135.5

48 2 10 carich~1 Max I 57.6 68.3 171.4 183.2 2706.5 114.2

J 57.6 68.3 171.4 183.2 2827.9 103.2

Min I -66.0 -102.4 -288.2 -254.0 -0.1 -160.5

J -66.0 -102.4 -288.2 -254.0 -0.0 -111.3

peso p~1 I 7.7 7.2 27.0 16.1 3144.6 22.7

J 7.7 7.2 62.3 16.1 3053.0 8.0

perman~1 I 9.4 12.5 8.8 21.4 745.2 34.7

J 9.4 12.5 8.8 21.4 727.1 9.0

SLU Max I 102.1 120.6 281.1 301.0 9016.7 236.9

J 102.1 120.6 328.7 301.0 9029.8 163.6

Min I -64.7 -109.7 -339.3 -289.2 5362.8 -134.0

J -64.7 -109.7 -291.7 -289.2 5212.1 -125.9

49 2 10 carich~1 Max I 67.0 26.6 222.9 202.1 2824.2 66.7

J 67.0 26.6 222.9 202.1 2772.5 112.2

Min I -60.4 -38.5 -225.2 -256.5 -0.1 -71.1

J -60.4 -38.5 -225.2 -256.5 -0.0 -111.6

peso p~1 I 9.1 2.1 84.8 20.2 3052.2 9.1

J 9.1 2.1 120.1 20.2 2842.2 4.9

perman~1 I 11.7 3.2 22.8 28.0 725.8 11.9

J 11.7 3.2 22.8 28.0 679.1 5.4

SLU Max I 120.3 43.5 449.5 342.1 9021.9 120.3

J 120.3 43.5 497.2 342.1 8598.6 166.2

Min I -51.7 -44.4 -155.3 -276.9 5209.2 -65.7

J -51.7 -44.4 -107.7 -276.9 4855.6 -136.0

50 2 10 carich~1 Max I 76.4 22.1 269.3 226.0 2769.5 74.6

J 76.4 22.1 269.3 226.0 2541.6 109.5

Min I -65.2 -25.9 -172.5 -256.9 -0.0 -68.9

J -65.2 -25.9 -172.5 -256.9 -0.0 -107.1


peso p~1 I 10.4 -0.2 142.6 23.4 2841.5 4.5

J 10.4 -0.2 177.9 23.4 2513.0 5.0

perman~1 I 13.8 -0.6 36.9 32.3 677.9 5.4

J 13.8 -0.6 36.9 32.3 602.3 6.5

SLU Max I 137.9 28.7 611.4 385.2 8591.8 114.8

J 137.9 28.7 659.1 385.2 7727.1 164.4

Min I -53.2 -36.1 15.0 -266.7 4852.8 -78.8

J -53.2 -36.1 62.6 -266.7 4295.9 -128.0

51 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -6.9 0.0 -1.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

52 3 4 carich~1 Max I 30.0 35.7 128.5 88.9 145.7 51.9

J 30.0 35.7 273.0 88.9 137.3 42.2

Min I -39.3 -32.8 -146.7 -108.2 -160.7 -51.9

J -39.3 -32.8 -125.8 -108.2 -162.1 -42.5

peso p~1 I 0.7 3.7 -37.3 8.1 -25.2 5.1

J 0.7 3.7 9.7 8.1 5.6 -3.2

perman~1 I 0.6 4.9 -22.5 11.2 -25.2 7.2

J 0.6 4.9 -15.6 11.2 17.4 -3.8

SLU Max I 42.3 60.5 89.4 147.9 124.8 87.7

J 42.3 60.5 358.2 147.9 219.0 47.1

Min I -51.2 -31.9 -282.2 -118.3 -288.9 -52.5

J -51.2 -31.9 -180.2 -118.3 -185.2 -67.4

53 3 5 carich~1 Max I 30.9 41.4 8.5 7.1 9.1 52.3

J 30.9 41.4 29.0 7.1 6.4 58.0

Min I -23.6 -29.5 -219.1 -8.6 -68.0 -46.5

J -23.6 -29.5 -5.7 -8.6 -22.3 -65.9

peso p~1 I 2.2 0.5 -11.1 0.7 -4.1 -0.9

J 2.2 0.5 11.4 0.7 -4.5 -2.0

perman~1 I 3.3 0.5 -6.6 0.9 -2.4 -2.1

J 3.3 0.5 7.1 0.9 -3.0 -3.2

SLU Max I 49.6 57.2 -13.4 11.8 3.1 66.2

J 49.6 57.2 65.2 11.8 -1.8 70.7

Min I -24.0 -38.4 -320.6 -9.4 -100.9 -67.1

J -24.0 -38.4 18.4 -9.4 -40.6 -96.5

54 3 5 carich~1 Max I 19.8 29.5 19.4 6.4 20.7 35.3

J 19.8 29.5 36.4 6.4 13.3 49.0

Min I -8.2 -24.2 -221.3 -7.5 -73.7 -32.3


J -8.2 -24.2 -12.3 -7.5 -32.3 -47.6

peso p~1 I 1.1 1.9 -11.6 0.6 -4.7 0.8

J 1.1 1.9 10.9 0.6 -4.0 -3.5

perman~1 I 1.2 2.6 -7.3 0.9 -3.3 0.4

J 1.2 2.6 6.5 0.9 -2.3 -5.3

SLU Max I 30.0 46.2 -0.4 10.7 16.8 49.3

J 30.0 46.2 73.5 10.7 9.1 53.4

Min I -7.7 -26.3 -325.3 -8.1 -110.7 -41.9

J -7.7 -26.3 7.8 -8.1 -52.5 -77.0

55 3 5 carich~1 Max I 18.6 21.7 27.1 5.4 28.9 20.5

J 18.6 21.7 44.5 5.4 18.2 34.7

Min I -10.8 -21.4 -220.0 -6.0 -79.3 -24.8

J -10.8 -21.4 -17.3 -6.0 -41.7 -33.4

peso p~1 I 0.7 2.8 -11.9 0.5 -5.1 2.0

J 0.7 2.8 10.5 0.5 -3.6 -4.2

perman~1 I 0.5 3.6 -7.8 0.8 -3.9 2.1

J 0.5 3.6 5.9 0.8 -1.9 -6.0

SLU Max I 26.9 38.4 8.8 9.1 26.1 33.6

J 26.9 38.4 83.2 9.1 16.9 32.3

Min I -12.9 -19.7 -324.8 -6.2 -119.9 -27.5

J -12.9 -19.7 -0.2 -6.2 -64.0 -59.6

56 3 5 carich~1 Max I 17.8 21.8 29.7 4.4 32.0 28.6

J 17.8 21.8 52.6 4.4 20.0 40.8

Min I -10.1 -27.4 -214.1 -4.6 -83.8 -29.4

J -10.1 -27.4 -18.9 -4.6 -46.7 -30.8

peso p~1 I 2.1 3.5 -12.1 0.4 -5.4 3.3

J 2.1 3.5 10.3 0.4 -3.4 -4.5

perman~1 I 2.4 4.6 -8.1 0.6 -4.3 3.9

J 2.4 4.6 5.7 0.6 -1.6 -6.3

SLU Max I 30.5 41.0 11.6 7.4 29.5 49.1

J 30.5 41.0 93.4 7.4 19.9 39.6

Min I -7.2 -25.4 -317.6 -4.6 -126.9 -29.3

J -7.2 -25.4 -3.0 -4.6 -70.1 -57.1

57 3 5 carich~1 Max I 29.3 25.8 27.1 3.6 29.6 37.9

J 29.3 25.8 61.1 3.6 18.4 54.0

Min I -35.5 -37.5 -203.2 -3.8 -86.1 -42.7

J -35.5 -37.5 -17.2 -3.8 -47.6 -39.6

peso p~1 I 5.8 4.4 -12.1 0.3 -5.4 4.8

J 5.8 4.4 10.4 0.3 -3.5 -5.1

perman~1 I 8.5 5.8 -8.0 0.4 -4.3 6.3

J 8.5 5.8 5.7 0.4 -1.7 -6.7

SLU Max I 60.1 49.6 8.2 6.0 26.2 67.0

J 60.1 49.6 105.0 6.0 17.5 55.9

Min I -27.3 -36.0 -302.7 -4.0 -130.1 -41.7

J -27.3 -36.0 -0.7 -4.0 -71.5 -70.5

58 3 5 carich~1 Max I 78.0 29.8 19.0 3.3 21.3 44.6


J 78.0 29.8 69.8 3.3 13.7 64.9

Min I -111.2 -47.1 -187.3 -3.6 -85.2 -55.6

J -111.2 -47.1 -12.5 -3.6 -47.4 -48.1

peso p~1 I 12.1 4.9 -11.8 0.2 -5.2 5.7

J 12.1 4.9 10.6 0.2 -3.8 -5.3

perman~1 I 20.2 6.7 -7.6 0.2 -3.9 8.1

J 20.2 6.7 6.1 0.2 -2.3 -7.0

SLU Max I 151.9 56.9 -1.7 5.0 15.9 80.1

J 151.9 56.9 117.7 5.0 10.0 70.1

Min I -103.5 -46.9 -280.3 -4.3 -127.9 -55.2

J -103.5 -46.9 6.6 -4.3 -72.5 -82.5

59 3 3 carich~1 Max I 286.9 35.2 348.1 23.8 724.7 45.2

J 286.9 35.2 370.9 23.8 827.5 53.6

Min I -209.9 -35.4 -355.7 -22.9 -579.7 -46.5

J -209.9 -35.4 -267.3 -22.9 -627.6 -46.0

peso p~1 I -43.1 3.1 -30.5 -0.0 -76.4 4.0

J -43.1 3.1 26.2 -0.0 -71.5 -3.0

perman~1 I -65.4 4.1 -5.9 -0.0 -113.1 5.4

J -65.4 4.1 7.9 -0.0 -115.3 -3.9

SLU Max I 231.1 57.9 419.9 32.0 705.6 74.5

J 231.1 57.9 548.0 32.0 847.6 62.4

Min I -439.6 -37.4 -530.1 -31.0 -1055.3 -49.4

J -439.6 -37.4 -313.6 -31.0 -1116.8 -71.9

60 3 5 carich~1 Max I 75.8 38.6 18.6 4.0 22.5 45.9

J 75.8 38.6 107.4 4.0 14.8 66.6

Min I -113.1 -45.1 -306.1 -3.5 -83.8 -41.6

J -113.1 -45.1 -12.9 -3.5 -65.7 -44.7

peso p~1 I 12.3 -0.2 -11.8 -0.2 -5.2 0.0

J 12.3 -0.2 10.6 -0.2 -3.8 0.5

perman~1 I 20.4 -0.4 -7.6 -0.2 -3.9 -0.2

J 20.4 -0.4 6.1 -0.2 -2.3 0.7

SLU Max I 149.5 51.1 -2.3 4.9 17.4 61.6

J 149.5 51.1 168.5 4.9 11.4 91.8

Min I -105.6 -61.8 -440.7 -5.3 -126.1 -56.5

J -105.6 -61.8 6.1 -5.3 -97.3 -58.6

61 3 5 carich~1 Max I 23.5 30.4 24.1 4.3 29.9 38.4

J 23.5 30.4 129.0 4.3 21.8 50.2

Min I -38.8 -36.1 -301.3 -3.7 -84.8 -34.2

J -38.8 -36.1 -17.9 -3.7 -74.8 -38.3

peso p~1 I 5.7 0.4 -12.1 -0.3 -5.4 1.0

J 5.7 0.4 10.4 -0.3 -3.5 0.2

perman~1 I 8.4 0.7 -8.0 -0.5 -4.3 1.8

J 8.4 0.7 5.7 -0.5 -1.8 0.2

SLU Max I 52.1 42.7 4.1 4.6 26.5 55.9

J 52.1 42.7 196.8 4.6 22.1 68.3

Min I -32.0 -47.1 -435.2 -6.1 -128.3 -42.1

J -32.0 -47.1 -1.5 -6.1 -108.4 -51.2


62 3 4 carich~1 Max I 39.7 40.4 129.4 99.3 132.6 31.7

J 39.7 40.4 303.1 99.3 146.6 39.7

Min I -34.6 -39.4 -275.7 -94.3 -150.3 -63.8

J -34.6 -39.4 -120.2 -94.3 -186.6 -72.7

peso p~1 I -4.9 -0.3 -9.6 -8.1 5.2 1.1

J -4.9 -0.3 37.4 -8.1 -25.8 1.7

perman~1 I -6.9 -0.2 15.8 -11.1 16.8 2.0

J -6.9 -0.2 22.7 -11.1 -26.2 2.5

SLU Max I 36.6 53.8 185.4 106.5 211.3 47.2

J 36.6 53.8 493.6 106.5 123.9 59.8

Min I -63.7 -54.0 -361.5 -154.8 -170.7 -81.6

J -63.7 -54.0 -77.8 -154.8 -326.0 -92.0

63 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -1.4 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

64 2 10 carich~1 Max I 15.8 30.4 2.7 323.8 70.0 78.8

J 15.8 30.4 2.7 323.8 966.2 56.3

Min I -12.3 -51.3 -489.2 -331.2 -63.6 -87.0

J -12.3 -51.3 -489.2 -331.2 0.0 -25.0

peso p~1 I 1.1 -2.5 -413.3 -33.4 7.9 -8.8

J 1.1 -2.5 -378.0 -33.4 819.0 -3.6

perman~1 I 1.7 -2.9 -98.6 -47.7 3.4 -12.0

J 1.7 -2.9 -98.6 -47.7 205.6 -6.1

SLU Max I 25.4 33.3 -702.3 320.3 110.1 76.6

J 25.4 33.3 -654.7 320.3 2718.4 62.1

Min I -12.6 -77.0 -1366.3 -563.8 -70.2 -147.3

J -12.6 -77.0 -1318.7 -563.8 1414.0 -47.7

65 2 10 carich~1 Max I 64.3 28.4 48.3 320.1 948.9 63.7

J 64.3 28.4 48.3 320.1 1644.5 78.6

Min I -45.9 -32.2 -409.7 -329.9 0.0 -49.8

J -45.9 -32.2 -409.7 -329.9 0.0 -47.1

peso p~1 I 1.3 -3.2 -355.6 -33.4 819.0 -4.0

J 1.3 -3.2 -320.3 -33.4 1511.8 2.7

perman~1 I 1.5 -4.3 -84.9 -47.5 205.9 -5.3

J 1.5 -4.3 -84.9 -47.5 379.9 3.5

SLU Max I 90.8 27.6 -542.2 315.8 2695.5 72.7

J 90.8 27.6 -494.5 315.8 4830.8 114.9


Min I -58.0 -54.3 -1160.4 -561.8 1414.6 -80.6

J -58.0 -54.3 -1112.8 -561.8 2610.7 -54.8

66 2 10 carich~1 Max I 95.5 30.0 105.0 294.5 1633.0 80.3

J 95.5 30.0 105.0 294.5 2094.0 102.1

Min I -70.0 -30.9 -345.5 -306.1 0.0 -69.2

J -70.0 -30.9 -345.5 -306.1 -0.0 -86.8

peso p~1 I 1.6 -3.6 -297.7 -32.3 1511.8 -1.0

J 1.6 -3.6 -262.4 -32.3 2085.8 6.4

perman~1 I 1.7 -4.7 -70.8 -46.0 380.1 -0.8

J 1.7 -4.7 -70.8 -46.0 525.3 8.9

SLU Max I 133.5 28.5 -366.4 285.0 4815.5 105.9

J 133.5 28.5 -318.8 285.0 6430.7 159.8

Min I -90.0 -53.6 -974.6 -525.8 2611.0 -95.9

J -90.0 -53.6 -926.9 -525.8 3603.9 -95.1

67 2 10 carich~1 Max I 104.7 30.0 147.1 262.4 2091.1 87.9

J 104.7 30.0 147.1 262.4 2381.6 116.9

Min I -79.7 -31.4 -292.0 -272.3 -0.0 -77.9

J -79.7 -31.4 -292.0 -272.3 -0.0 -113.9

peso p~1 I 1.7 -3.7 -239.7 -30.4 2085.9 0.9

J 1.7 -3.7 -204.4 -30.4 2541.2 8.6

perman~1 I 1.7 -4.8 -56.6 -43.2 525.5 2.2

J 1.7 -4.8 -56.6 -43.2 641.6 12.1

SLU Max I 146.1 28.2 -210.0 248.3 6427.3 123.3

J 146.1 28.2 -162.4 248.3 7608.1 187.5

Min I -102.9 -54.7 -802.8 -473.4 3604.3 -100.6

J -102.9 -54.7 -755.2 -473.4 4393.0 -124.0

68 2 10 carich~1 Max I 94.0 30.7 187.5 235.4 2386.4 91.5

J 94.0 30.7 187.5 235.4 2517.2 126.7

Min I -75.5 -31.5 -241.3 -243.9 -0.0 -78.8

J -75.5 -31.5 -241.3 -243.9 -0.0 -127.9

peso p~1 I 1.6 -4.3 -181.7 -27.6 2541.4 1.7

J 1.6 -4.3 -146.4 -27.6 2877.7 10.6

perman~1 I 1.3 -5.5 -42.2 -39.4 641.9 3.4

J 1.3 -5.5 -42.2 -39.4 728.6 14.7

SLU Max I 131.0 27.3 -55.5 221.5 7615.4 130.8

J 131.0 27.3 -7.9 221.5 8376.0 207.3

Min I -97.9 -56.6 -634.4 -425.6 4393.7 -99.0

J -97.9 -56.6 -586.8 -425.6 4977.7 -136.4

69 2 10 carich~1 Max I 67.5 31.2 234.3 219.0 2524.2 95.0

J 67.5 31.2 234.3 219.0 2500.8 125.0

Min I -57.8 -28.0 -190.8 -220.4 -0.0 -79.0

J -57.8 -28.0 -190.8 -220.4 -0.0 -123.4

peso p~1 I 1.2 -6.4 -123.7 -24.1 2878.0 1.8

J 1.2 -6.4 -88.4 -24.1 3095.3 14.9

perman~1 I 0.5 -8.4 -27.8 -34.3 729.1 3.2

J 0.5 -8.4 -27.8 -34.3 786.2 20.3


SLU Max I 93.7 20.9 107.6 211.5 8386.6 135.3

J 93.7 20.9 155.2 211.5 8734.0 219.4

Min I -75.5 -59.0 -466.4 -381.6 4978.9 -99.5

J -75.5 -59.0 -418.7 -381.6 5358.0 -116.0

70 2 10 carich~1 Max I 38.2 67.9 294.1 218.7 2510.5 91.0

J 38.2 67.9 294.1 218.7 2506.1 114.5

Min I -33.2 -38.7 -156.2 -209.7 -0.0 -83.3

J -33.2 -38.7 -156.2 -209.7 -0.0 -114.3

peso p~1 I 1.1 -11.8 -65.7 -19.5 3095.5 4.5

J 1.1 -11.8 -30.4 -19.5 3194.0 28.8

perman~1 I -0.2 -16.2 -13.5 -27.6 786.7 6.3

J -0.2 -16.2 -13.5 -27.6 814.4 39.4

SLU Max I 52.7 51.5 288.0 227.5 8748.0 138.5

J 52.7 51.5 335.7 227.5 8916.8 252.5

Min I -43.8 -92.4 -319.9 -350.9 5358.9 -96.9

J -43.8 -92.4 -272.3 -350.9 5533.5 -56.3

71 2 10 carich~1 Max I 44.7 79.5 156.7 209.2 2507.5 90.6

J 44.7 79.5 156.7 209.2 2498.0 131.1

Min I -49.4 -89.3 -281.7 -209.1 -0.0 -100.5

J -49.4 -89.3 -281.7 -209.1 -0.0 -130.4

peso p~1 I 2.3 5.5 29.8 19.4 3193.8 20.8

J 2.3 5.5 65.1 19.4 3096.5 9.6

perman~1 I 1.4 7.4 12.9 27.8 814.1 28.6

J 1.4 7.4 12.9 27.8 787.7 13.4

SLU Max I 65.4 125.8 271.2 350.3 8918.0 193.4

J 65.4 125.8 318.8 350.3 8734.1 210.1

Min I -61.6 -102.0 -320.7 -214.3 5532.8 -64.6

J -61.6 -102.0 -273.1 -214.3 5361.8 -142.9

72 2 10 carich~1 Max I 41.7 34.3 197.2 217.9 2494.4 71.4

J 41.7 34.3 197.2 217.9 2479.6 132.0

Min I -52.8 -34.1 -221.2 -209.1 -0.0 -67.3

J -52.8 -34.1 -221.2 -209.1 -0.0 -131.1

peso p~1 I 4.1 0.0 87.8 24.1 3095.4 8.1

J 4.1 0.0 123.1 24.1 2879.2 8.1

perman~1 I 4.6 -0.4 27.2 34.5 785.9 10.8

J 4.6 -0.4 27.2 34.5 730.2 11.6

SLU Max I 68.8 45.7 425.5 378.5 8725.1 123.4

J 68.8 45.7 473.1 378.5 8329.7 206.5

Min I -58.7 -46.6 -139.4 -198.0 5357.7 -63.8

J -58.7 -46.6 -91.7 -198.0 4982.3 -148.7

73 2 10 carich~1 Max I 50.6 29.1 242.7 240.7 2478.3 79.0

J 50.6 29.1 242.7 240.7 2318.1 123.7

Min I -76.6 -28.8 -172.8 -227.4 -0.0 -74.9

J -76.6 -28.8 -172.8 -227.4 -0.0 -130.0

peso p~1 I 6.2 -1.9 145.9 27.6 2878.0 4.6

J 6.2 -1.9 181.1 27.6 2542.8 8.5

perman~1 I 7.8 -3.1 41.5 39.3 728.4 5.9


J 7.8 -3.1 41.5 39.3 643.2 12.2

SLU Max I 88.4 32.2 586.9 421.1 8323.6 121.6

J 88.4 32.2 634.5 421.1 7527.2 196.7

Min I -83.3 -46.1 26.0 -210.8 4977.9 -86.2

J -83.3 -46.1 73.6 -210.8 4397.7 -145.8

74 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -6.9 0.0 -1.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

75 3 4 carich~1 Max I 72.9 42.9 128.8 103.8 141.1 54.8

J 72.9 42.9 373.5 103.8 153.1 48.9

Min I -126.0 -36.1 -237.8 -108.1 -198.4 -51.0

J -126.0 -36.1 -137.3 -108.1 -166.3 -60.9

peso p~1 I 1.6 4.8 -39.1 10.0 -26.6 7.2

J 1.6 4.8 7.9 10.0 8.2 -3.5

perman~1 I 5.6 6.6 -27.5 14.8 -29.2 10.7

J 5.6 6.6 -20.6 14.8 24.5 -4.0

SLU Max I 109.0 74.2 79.9 175.9 110.6 99.8

J 109.0 74.2 484.0 175.9 254.6 55.4

Min I -159.4 -32.4 -415.1 -110.2 -347.6 -43.1

J -159.4 -32.4 -205.6 -110.2 -176.5 -92.9

76 3 5 carich~1 Max I 22.5 50.7 11.3 8.3 13.3 75.7

J 22.5 50.7 138.3 8.3 9.3 75.1

Min I -42.0 -34.2 -298.6 -8.6 -86.8 -40.1

J -42.0 -34.2 -7.3 -8.6 -76.5 -53.9

peso p~1 I 2.9 0.6 -11.1 0.8 -4.1 -1.7

J 2.9 0.6 11.4 0.8 -4.5 -3.1

perman~1 I 4.7 0.4 -6.6 1.2 -2.5 -4.0

J 4.7 0.4 7.1 1.2 -3.0 -4.8

SLU Max I 41.3 69.9 -9.6 14.0 8.7 94.0

J 41.3 69.9 212.7 14.0 2.0 90.1

Min I -45.7 -44.8 -428.0 -8.7 -126.5 -62.2

J -45.7 -44.8 16.2 -8.7 -113.8 -84.1

77 3 5 carich~1 Max I 8.9 37.7 21.6 7.4 25.2 58.2

J 8.9 37.7 144.1 7.4 19.2 58.0

Min I -16.2 -26.2 -291.7 -7.5 -89.9 -30.6

J -16.2 -26.2 -15.7 -7.5 -78.9 -38.3

peso p~1 I 1.4 2.2 -11.7 0.8 -4.9 0.2

J 1.4 2.2 10.8 0.8 -3.9 -4.8


perman~1 I 1.7 2.7 -7.6 1.1 -3.7 -1.1

J 1.7 2.7 6.2 1.1 -2.1 -7.1

SLU Max I 16.4 57.9 2.0 12.6 22.0 77.1

J 16.4 57.9 218.3 12.6 17.6 61.2

Min I -17.4 -28.3 -420.9 -7.5 -133.4 -42.8

J -17.4 -28.3 2.6 -7.5 -114.8 -68.8

78 3 5 carich~1 Max I 12.1 27.4 26.2 6.1 30.8 38.5

J 12.1 27.4 151.8 6.1 25.0 39.6

Min I -13.6 -23.9 -282.9 -6.1 -92.2 -28.4

J -13.6 -23.9 -20.6 -6.1 -80.7 -31.7

peso p~1 I 0.9 2.9 -12.1 0.7 -5.5 1.3

J 0.9 2.9 10.3 0.7 -3.4 -5.2

perman~1 I 0.6 3.6 -8.3 1.0 -4.6 0.7

J 0.6 3.6 5.5 1.0 -1.4 -7.4

SLU Max I 18.4 46.4 6.5 10.7 27.4 54.9

J 18.4 46.4 227.0 10.7 27.1 35.3

Min I -16.4 -22.9 -410.7 -5.8 -138.7 -35.6

J -16.4 -22.9 -5.7 -5.8 -115.6 -61.0

79 3 5 carich~1 Max I 10.0 28.0 27.1 5.0 31.7 27.5

J 10.0 28.0 163.0 5.0 25.6 38.7

Min I -17.0 -33.8 -273.9 -4.7 -94.4 -39.4

J -17.0 -33.8 -21.2 -4.7 -83.4 -40.0

peso p~1 I 2.7 3.4 -12.4 0.6 -5.8 2.4

J 2.7 3.4 10.1 0.6 -3.2 -5.2

perman~1 I 3.1 4.2 -8.7 0.8 -5.1 2.5

J 3.1 4.2 5.1 0.8 -1.1 -7.0

SLU Max I 21.8 48.7 6.9 8.8 27.3 44.0

J 21.8 48.7 241.2 8.8 28.7 34.7

Min I -14.8 -34.7 -399.5 -4.5 -143.0 -46.3

J -14.8 -34.7 -7.5 -4.5 -118.6 -71.6

80 3 5 carich~1 Max I 29.8 33.2 25.5 4.4 30.0 33.1

J 29.8 33.2 178.3 4.4 24.3 45.9

Min I -48.0 -41.9 -263.3 -3.8 -94.7 -55.0

J -48.0 -41.9 -20.7 -3.8 -87.2 -55.9

peso p~1 I 7.9 4.1 -12.4 0.4 -5.9 3.8

J 7.9 4.1 10.1 0.4 -3.3 -5.4

perman~1 I 11.3 5.1 -8.7 0.6 -5.2 4.7

J 11.3 5.1 5.1 0.6 -1.2 -6.6

SLU Max I 68.0 57.9 4.7 7.3 24.7 56.9

J 68.0 57.9 261.9 7.3 26.6 44.9

Min I -37.1 -43.4 -385.2 -3.7 -143.7 -62.0

J -37.1 -43.4 -6.8 -3.7 -124.0 -92.5

81 3 5 carich~1 Max I 90.0 39.1 18.2 4.2 21.9 42.5

J 90.0 39.1 198.3 4.2 18.8 50.5

Min I -134.0 -49.9 -248.2 -3.2 -92.8 -66.1

J -134.0 -49.9 -15.9 -3.2 -91.6 -66.3


peso p~1 I 17.5 4.7 -12.1 0.2 -5.6 5.1

J 17.5 4.7 10.4 0.2 -3.7 -5.5

perman~1 I 28.0 6.0 -8.2 0.3 -4.8 7.0

J 28.0 6.0 5.6 0.3 -1.9 -6.3

SLU Max I 187.1 68.1 -4.0 6.4 14.8 74.9

J 187.1 68.1 290.1 6.4 17.6 51.4

Min I -115.2 -52.0 -363.6 -3.6 -140.0 -71.8

J -115.2 -52.0 1.0 -3.6 -131.4 -106.3

82 3 3 carich~1 Max I 334.1 43.5 325.1 25.5 902.1 48.1

J 334.1 43.5 407.2 25.5 897.7 48.2

Min I -247.7 -38.1 -418.4 -20.2 -721.0 -58.0

J -247.7 -38.1 -333.4 -20.2 -699.7 -57.8

peso p~1 I -60.4 4.3 -34.1 0.0 -113.7 5.0

J -60.4 4.3 22.6 0.0 -100.9 -4.7

perman~1 I -88.9 5.7 -18.5 -0.0 -175.3 6.9

J -88.9 5.7 -4.8 -0.0 -149.2 -5.9

SLU Max I 236.1 73.2 365.1 34.4 801.4 82.1

J 236.1 73.2 573.1 34.4 851.9 49.9

Min I -549.3 -37.0 -638.6 -27.3 -1389.7 -61.2

J -549.3 -37.0 -426.8 -27.3 -1304.6 -93.1

83 3 5 carich~1 Max I 91.1 43.9 15.0 4.0 17.7 62.4

J 91.1 43.9 247.2 4.0 21.9 60.0

Min I -134.2 -46.4 -200.2 -3.2 -93.0 -58.5

J -134.2 -46.4 -18.6 -3.2 -92.3 -52.7

peso p~1 I 17.7 1.6 -12.1 -0.2 -5.6 2.1

J 17.7 1.6 10.4 -0.2 -3.7 -1.6

perman~1 I 28.2 2.8 -8.2 -0.3 -4.7 3.4

J 28.2 2.8 5.6 -0.3 -1.9 -2.9

SLU Max I 189.3 65.7 -8.2 4.6 9.2 92.1

J 189.3 65.7 356.1 4.6 21.7 74.4

Min I -115.0 -56.2 -298.7 -5.1 -140.2 -71.2

J -115.0 -56.2 -2.7 -5.1 -132.4 -77.7

84 3 5 carich~1 Max I 29.3 37.6 18.9 4.1 21.5 52.2

J 29.3 37.6 266.9 4.1 29.7 47.7

Min I -45.9 -39.3 -174.3 -3.9 -87.2 -47.8

J -45.9 -39.3 -25.8 -3.9 -92.6 -43.1

peso p~1 I 7.6 2.5 -12.4 -0.4 -5.9 3.7

J 7.6 2.5 10.0 -0.4 -3.3 -1.8

perman~1 I 11.1 4.0 -8.6 -0.6 -5.2 5.9

J 11.1 4.0 5.1 -0.6 -1.3 -3.0

SLU Max I 66.4 60.0 -4.2 4.1 13.2 84.2

J 66.4 60.0 381.5 4.1 33.9 57.5

Min I -35.1 -43.8 -265.0 -6.7 -133.5 -50.8

J -35.1 -43.8 -13.6 -6.7 -131.3 -65.1

85 3 4 carich~1 Max I 103.7 43.6 154.2 93.3 171.6 59.6

J 103.7 43.6 249.5 93.3 151.2 40.6

Min I -114.0 -25.4 -173.3 -112.1 -187.0 -71.0


J -114.0 -25.4 -137.4 -112.1 -196.3 -69.6

peso p~1 I -4.7 -0.2 -8.1 -10.1 8.6 2.3

J -4.7 -0.2 38.9 -10.1 -25.8 2.8

perman~1 I 0.3 0.3 21.4 -14.5 25.9 4.3

J 0.3 0.3 28.3 -14.5 -29.6 3.7

SLU Max I 134.2 58.9 229.3 90.5 282.1 90.0

J 134.2 58.9 431.7 90.5 124.8 64.1

Min I -159.6 -34.2 -212.8 -186.8 -202.0 -86.3

J -159.6 -34.2 -90.6 -186.8 -344.2 -84.7

86 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -6.9 0.0 -1.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

87 2 10 carich~1 Max I 11.9 29.4 472.2 308.3 937.3 26.0

J 11.9 29.4 472.2 308.3 77.4 86.8

Min I -23.9 -37.0 -2.5 -335.6 0.0 -31.5

J -23.9 -37.0 -2.5 -335.6 -72.6 -75.8

peso p~1 I 0.8 -2.1 382.1 -42.3 828.2 4.3

J 0.8 -2.1 417.3 -42.3 8.8 8.6

perman~1 I 1.4 -2.7 104.9 -62.9 220.3 6.9

J 1.4 -2.7 104.9 -62.9 5.3 12.5

SLU Max I 19.4 32.7 1310.7 264.8 2713.9 51.2

J 19.4 32.7 1358.3 264.8 124.3 147.6

Min I -28.9 -56.8 669.7 -604.5 1448.6 -26.3

J -28.9 -56.8 717.3 -604.5 -78.1 -71.9

88 2 10 carich~1 Max I 62.7 25.7 395.2 306.7 1592.9 53.5

J 62.7 25.7 395.2 306.7 928.0 54.4

Min I -73.7 -32.5 -46.5 -333.7 0.0 -63.4

J -73.7 -32.5 -46.5 -333.7 0.0 -50.0

peso p~1 I 0.5 -3.5 324.3 -41.8 1529.5 -3.2

J 0.5 -3.5 359.6 -41.8 828.6 4.1

perman~1 I 0.3 -4.5 91.0 -62.3 407.9 -4.7

J 0.3 -4.5 91.0 -62.3 221.3 4.5

SLU Max I 85.9 23.2 1107.8 264.1 4827.0 60.9

J 85.9 23.2 1155.5 264.1 2703.3 85.8

Min I -98.3 -55.4 511.5 -600.4 2676.7 -96.9

J -98.3 -55.4 559.1 -600.4 1450.5 -55.3

89 2 10 carich~1 Max I 96.5 25.2 335.1 286.2 2041.1 85.3


J 96.5 25.2 335.1 286.2 1587.8 65.9

Min I -103.1 -31.6 -98.4 -312.5 0.0 -97.3

J -103.1 -31.6 -98.4 -312.5 0.0 -67.1

peso p~1 I 0.1 -3.8 266.5 -40.5 2112.3 -7.7

J 0.1 -3.8 301.7 -40.5 1529.9 0.1

perman~1 I -0.6 -4.9 76.9 -59.9 566.3 -11.7

J -0.6 -4.9 76.9 -59.9 408.7 -1.6

SLU Max I 129.4 21.5 927.4 241.7 6456.5 87.2

J 129.4 21.5 975.1 241.7 4822.0 86.7

Min I -139.9 -55.2 342.2 -566.5 3701.1 -159.3

J -139.9 -55.2 389.8 -566.5 2678.5 -92.8

90 2 10 carich~1 Max I 105.9 26.3 287.0 255.7 2342.6 105.3

J 105.9 26.3 287.0 255.7 2042.7 74.0

Min I -108.6 -31.3 -134.9 -283.6 0.0 -118.4

J -108.6 -31.3 -134.9 -283.6 0.0 -77.2

peso p~1 I -0.7 -3.7 208.5 -38.2 2576.5 -10.4

J -0.7 -3.7 243.8 -38.2 2112.9 -2.8

perman~1 I -2.0 -4.9 62.5 -55.9 695.4 -15.9

J -2.0 -4.9 62.5 -55.9 567.3 -5.8

SLU Max I 139.0 23.1 762.6 209.6 7683.9 104.3

J 139.0 23.1 810.3 209.6 6461.1 87.4

Min I -150.5 -54.6 193.1 -518.4 4521.4 -197.7

J -150.5 -54.6 240.7 -518.4 3703.5 -116.6

91 2 10 carich~1 Max I 92.0 27.2 241.4 224.5 2505.1 114.3

J 92.0 27.2 241.4 224.5 2348.5 77.6

Min I -93.8 -30.6 -170.8 -252.7 0.0 -129.4

J -93.8 -30.6 -170.8 -252.7 0.0 -82.7

peso p~1 I -2.1 -3.9 150.4 -35.1 2922.0 -12.4

J -2.1 -3.9 185.7 -35.1 2577.4 -4.4

perman~1 I -3.8 -5.2 47.9 -50.7 794.8 -18.8

J -3.8 -5.2 47.9 -50.7 696.6 -8.2

SLU Max I 115.7 23.8 600.8 179.8 8518.7 109.3

J 115.7 23.8 648.4 179.8 7694.9 86.4

Min I -135.3 -54.4 44.3 -464.5 5136.8 -219.6

J -135.3 -54.4 92.0 -464.5 4524.4 -129.9

92 2 10 carich~1 Max I 61.6 22.2 193.2 201.1 2524.5 116.9

J 61.6 22.2 193.2 201.1 2512.1 83.3

Min I -63.6 -26.2 -219.2 -230.8 0.0 -126.2

J -63.6 -26.2 -219.2 -230.8 0.0 -85.3

peso p~1 I -4.0 -5.3 92.3 -31.1 3148.6 -15.9

J -4.0 -5.3 127.6 -31.1 2923.2 -5.1

perman~1 I -6.3 -6.6 33.2 -44.7 864.3 -22.8

J -6.3 -6.6 33.2 -44.7 796.2 -9.3

SLU Max I 68.4 13.0 435.2 162.5 8955.1 102.1

J 68.4 13.0 482.8 162.5 8532.0 91.7

Min I -100.7 -52.4 -121.4 -420.7 5547.0 -226.0

J -100.7 -52.4 -73.8 -420.7 5140.6 -135.9


93 2 10 carich~1 Max I 39.7 35.8 156.3 194.4 2546.7 101.1

J 39.7 35.8 156.3 194.4 2533.2 85.2

Min I -36.6 -65.2 -279.4 -227.0 0.0 -115.9

J -36.6 -65.2 -279.4 -227.0 0.0 -93.7

peso p~1 I -5.8 -10.1 34.2 -26.1 3255.8 -27.9

J -5.8 -10.1 69.4 -26.1 3149.6 -7.2

perman~1 I -8.7 -11.2 18.6 -38.2 903.9 -34.4

J -8.7 -11.2 18.6 -38.2 865.7 -11.4

SLU Max I 32.7 17.9 285.0 169.9 9189.3 47.2

J 32.7 17.9 332.6 169.9 8970.3 88.2

Min I -70.3 -118.6 -303.1 -399.0 5751.2 -245.7

J -70.3 -118.6 -255.5 -399.0 5550.5 -153.3

94 2 10 carich~1 Max I 37.6 98.4 295.2 241.0 2539.6 127.3

J 37.6 98.4 295.2 241.0 2544.5 73.4

Min I -49.7 -76.0 -161.4 -204.1 0.0 -132.4

J -49.7 -76.0 -161.4 -204.1 0.0 -124.6

peso p~1 I -4.6 2.9 -68.8 25.5 3150.9 -12.7

J -4.6 2.9 -33.5 25.5 3255.8 -18.6

perman~1 I -7.6 0.7 -18.4 38.7 865.8 -19.9

J -7.6 0.7 -18.4 38.7 903.6 -21.4

SLU Max I 33.2 137.9 278.0 417.8 8980.8 124.8

J 33.2 137.9 325.6 417.8 9185.9 41.9

Min I -84.7 -97.6 -338.4 -183.1 5552.4 -225.7

J -84.7 -97.6 -290.8 -183.1 5750.7 -225.4

95 2 10 carich~1 Max I 39.8 41.9 234.0 242.8 2545.1 132.8

J 39.8 41.9 234.0 242.8 2533.4 68.4

Min I -45.4 -37.1 -199.4 -211.4 0.0 -138.6

J -45.4 -37.1 -199.4 -211.4 0.0 -78.2

peso p~1 I -1.8 -2.2 -127.0 30.7 2925.2 -12.7

J -1.8 -2.2 -91.7 30.7 3149.3 -8.3

perman~1 I -3.2 -4.1 -33.0 45.2 795.8 -19.6

J -3.2 -4.1 -33.0 45.2 863.4 -11.2

SLU Max I 46.5 47.5 95.0 437.1 8578.6 132.7

J 46.5 47.5 142.6 437.1 8966.7 64.3

Min I -68.5 -59.1 -490.0 -176.1 5142.7 -233.7

J -68.5 -59.1 -442.4 -176.1 5546.7 -133.6

96 2 10 carich~1 Max I 115.7 25.4 2.6 370.5 86.1 16.7

J 115.7 25.4 2.6 370.5 978.9 83.3

Min I -178.6 -50.4 -512.0 -313.2 -110.9 -37.9

J -178.6 -50.4 -512.0 -313.2 0.0 -59.4

peso p~1 I 9.1 -8.3 -417.1 44.2 11.3 -5.1

J 9.1 -8.3 -381.8 44.2 830.2 12.0

perman~1 I 11.8 -10.1 -104.1 63.2 7.3 -4.9

J 11.8 -10.1 -104.1 63.2 220.6 15.9

SLU Max I 186.2 7.9 -715.7 654.6 142.5 8.3

J 186.2 7.9 -668.1 654.6 2773.3 152.4


Min I -211.2 -94.5 -1410.4 -268.5 -123.5 -65.4

J -211.2 -94.5 -1362.8 -268.5 1451.8 -40.2

97 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -1.4 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

98 3 4 carich~1 Max I 66.4 37.4 121.4 115.8 131.4 44.9

J 66.4 37.4 229.0 115.8 148.3 48.1

Min I -124.8 -32.7 -371.2 -89.0 -165.4 -42.0

J -124.8 -32.7 -129.6 -89.0 -180.7 -57.4

peso p~1 I -14.9 5.6 -36.4 12.0 -21.9 8.4

J -14.9 5.6 10.6 12.0 7.0 -4.2

perman~1 I -11.5 8.0 -26.1 19.2 -25.9 13.2

J -11.5 8.0 -19.2 19.2 24.7 -4.7

SLU Max I 52.3 70.1 75.5 201.2 109.1 91.7

J 52.3 70.1 294.6 201.2 246.8 52.1

Min I -206.0 -24.5 -589.5 -75.3 -291.6 -25.6

J -206.0 -24.5 -189.4 -75.3 -197.5 -90.2

99 3 5 carich~1 Max I 15.5 36.9 7.8 9.2 10.0 73.9

J 15.5 36.9 284.8 9.2 12.8 67.9

Min I -44.9 -47.3 -155.1 -7.1 -81.7 -50.0

J -44.9 -47.3 -11.1 -7.1 -89.4 -41.0

peso p~1 I 4.3 0.3 -11.1 1.0 -4.1 -3.2

J 4.3 0.3 11.4 1.0 -4.4 -3.9

perman~1 I 6.5 -0.7 -6.8 1.6 -2.7 -7.2

J 6.5 -0.7 7.0 1.6 -2.9 -5.6

SLU Max I 36.4 49.1 -14.6 16.1 3.9 84.6

J 36.4 49.1 410.3 16.1 6.9 78.0

Min I -45.2 -64.6 -234.5 -5.9 -119.9 -82.7

J -45.2 -64.6 10.8 -5.9 -131.0 -68.9

100 3 5 carich~1 Max I 5.3 30.4 13.5 8.1 16.8 59.2

J 5.3 30.4 282.3 8.1 24.9 42.9

Min I -19.7 -31.6 -153.3 -6.3 -81.5 -35.8

J -19.7 -31.6 -21.3 -6.3 -89.1 -31.6

peso p~1 I 1.7 1.8 -11.8 0.9 -5.0 -1.5

J 1.7 1.8 10.7 0.9 -3.8 -5.6

perman~1 I 2.1 1.7 -8.0 1.5 -4.2 -4.0

J 2.1 1.7 5.8 1.5 -1.7 -7.7


SLU Max I 12.6 46.0 -9.6 14.4 9.6 72.0

J 12.6 46.0 404.1 14.4 25.9 38.7

Min I -21.1 -37.7 -234.8 -5.1 -123.1 -56.3

J -21.1 -37.7 -5.7 -5.1 -128.0 -61.8

101 3 5 carich~1 Max I 10.2 25.4 16.2 6.5 19.6 41.1

J 10.2 25.4 283.5 6.5 31.4 22.2

Min I -16.0 -20.0 -147.5 -5.2 -80.1 -28.9

J -16.0 -20.0 -26.7 -5.2 -86.2 -27.7

peso p~1 I 0.8 2.1 -12.3 0.9 -5.8 -0.3

J 0.8 2.1 10.1 0.9 -3.3 -4.9

perman~1 I 0.6 2.3 -8.9 1.3 -5.4 -1.5

J 0.6 2.3 4.8 1.3 -0.8 -6.6

SLU Max I 15.7 40.5 -8.2 11.8 10.5 52.7

J 15.7 40.5 403.6 11.8 36.7 13.4

Min I -19.7 -20.8 -229.2 -4.0 -124.0 -41.7

J -19.7 -20.8 -15.2 -4.0 -122.1 -54.0

102 3 5 carich~1 Max I 9.4 34.0 18.1 5.1 22.0 39.3

J 9.4 34.0 290.6 5.1 33.0 18.2

Min I -16.4 -20.8 -139.1 -4.2 -78.9 -32.2

J -16.4 -20.8 -27.0 -4.2 -85.0 -39.4

peso p~1 I 2.8 2.0 -12.7 0.7 -6.3 0.8

J 2.8 2.0 9.7 0.7 -3.0 -3.7

perman~1 I 3.4 2.4 -9.5 1.0 -6.2 0.7

J 3.4 2.4 4.2 1.0 -0.3 -4.6

SLU Max I 21.5 52.2 -7.1 9.4 11.9 55.1

J 21.5 52.2 411.8 9.4 40.1 12.7

Min I -13.2 -21.9 -219.2 -3.2 -124.3 -41.4

J -13.2 -21.9 -17.0 -3.2 -119.2 -65.1

103 3 5 carich~1 Max I 25.3 44.8 17.0 4.5 20.1 48.0

J 25.3 44.8 268.2 4.5 33.4 25.5

Min I -39.3 -24.8 -126.1 -3.6 -75.1 -45.4

J -39.3 -24.8 -28.4 -3.6 -84.9 -55.2

peso p~1 I 9.3 2.2 -12.8 0.5 -6.4 2.0

J 9.3 2.2 9.7 0.5 -2.9 -2.9

perman~1 I 12.7 2.6 -9.6 0.7 -6.4 3.0

J 12.7 2.6 4.1 0.7 -0.3 -2.9

SLU Max I 65.8 67.3 -8.7 7.9 8.7 72.0

J 65.8 67.3 381.4 7.9 40.6 26.2

Min I -21.4 -26.6 -202.0 -3.0 -119.7 -54.2

J -21.4 -26.6 -19.0 -3.0 -119.1 -82.7

104 3 5 carich~1 Max I 79.3 53.3 12.2 4.1 14.7 57.7

J 79.3 53.3 151.9 4.1 25.1 34.8

Min I -111.3 -26.7 -107.7 -3.5 -66.5 -54.9

J -111.3 -26.7 -21.9 -3.5 -82.7 -66.9

peso p~1 I 22.3 3.0 -12.5 0.3 -6.1 3.3

J 22.3 3.0 10.0 0.3 -3.4 -3.3

perman~1 I 32.7 3.5 -9.0 0.4 -5.9 5.1


J 32.7 3.5 4.7 0.4 -1.1 -2.7

SLU Max I 186.2 81.1 -13.9 6.6 2.7 90.0

J 186.2 81.1 225.6 6.6 27.7 38.5

Min I -71.2 -26.9 -175.7 -3.8 -106.8 -62.1

J -71.2 -26.9 -9.0 -3.8 -117.8 -98.9

105 3 3 carich~1 Max I 279.7 43.6 266.6 23.3 821.6 48.0

J 279.7 43.6 350.4 23.3 720.7 41.5

Min I -220.6 -33.5 -390.0 -24.0 -687.8 -46.5

J -220.6 -33.5 -370.4 -24.0 -584.4 -72.1

peso p~1 I -73.4 5.4 -45.0 0.2 -155.1 4.7

J -73.4 5.4 11.7 0.2 -117.7 -7.5

perman~1 I -100.9 6.9 -41.9 -0.1 -228.3 7.0

J -100.9 6.9 -28.1 -0.1 -150.1 -8.4

SLU Max I 127.2 76.7 236.3 31.6 557.4 81.7

J 127.2 76.7 446.5 31.6 588.8 33.2

Min I -548.2 -27.5 -650.1 -32.3 -1480.4 -45.9

J -548.2 -27.5 -526.5 -32.3 -1173.1 -120.2

106 3 5 carich~1 Max I 80.9 42.8 12.2 3.0 13.5 60.2

J 80.9 42.8 186.2 3.0 21.8 44.4

Min I -109.0 -33.6 -71.6 -3.9 -49.0 -43.4

J -109.0 -33.6 -19.6 -3.9 -84.7 -55.3

peso p~1 I 22.8 4.5 -12.5 -0.2 -6.3 2.8

J 22.8 4.5 10.0 -0.2 -3.4 -7.3

perman~1 I 33.0 7.2 -8.9 -0.4 -5.8 5.8

J 33.0 7.2 4.8 -0.4 -1.2 -10.2

SLU Max I 189.5 74.6 -13.8 3.1 1.1 93.6

J 189.5 74.6 272.0 3.1 23.1 34.8

Min I -66.9 -28.6 -127.0 -6.3 -83.3 -46.2

J -66.9 -28.6 -5.8 -6.3 -120.7 -99.9

107 3 5 carich~1 Max I 30.6 35.2 16.8 3.3 18.1 49.2

J 30.6 35.2 205.9 3.3 29.7 38.8

Min I -32.4 -28.3 -58.8 -4.2 -47.1 -36.1

J -32.4 -28.3 -27.2 -4.2 -84.4 -47.4

peso p~1 I 9.0 5.7 -12.9 -0.5 -6.6 5.1

J 9.0 5.7 9.6 -0.5 -2.9 -7.6

perman~1 I 12.4 8.3 -9.4 -0.8 -6.3 8.5

J 12.4 8.3 4.3 -0.8 -0.5 -10.1

SLU Max I 72.0 67.6 -8.8 2.7 6.1 86.0

J 72.0 67.6 297.4 2.7 35.3 26.9

Min I -13.1 -18.1 -110.9 -7.5 -81.9 -29.1

J -13.1 -18.1 -17.3 -7.5 -118.7 -89.4

108 3 4 carich~1 Max I 89.0 26.2 147.5 83.7 171.8 58.3

J 89.0 26.2 155.6 83.7 133.6 49.8

Min I -134.4 -28.8 -298.5 -111.9 -158.1 -64.4

J -134.4 -28.8 -126.0 -111.9 -169.8 -59.3

peso p~1 I -38.4 -1.7 -16.2 -12.6 3.0 2.2

J -38.4 -1.7 30.7 -12.6 -13.3 6.0


perman~1 I -23.0 -1.2 17.3 -18.7 23.5 4.6

J -23.0 -1.2 24.1 -18.7 -22.7 7.2

SLU Max I 33.7 31.4 203.1 67.9 271.3 88.5

J 33.7 31.4 287.7 67.9 128.4 86.1

Min I -267.8 -43.0 -399.0 -196.2 -174.1 -77.1

J -267.8 -43.0 -92.4 -196.2 -281.2 -61.2

109 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -6.9 0.0 -1.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

110 2 10 carich~1 Max I 14.2 39.2 499.9 286.4 991.6 66.3

J 14.2 39.2 499.9 286.4 64.8 76.3

Min I -11.9 -24.6 -2.2 -320.6 -0.1 -37.2

J -11.9 -24.6 -2.2 -320.6 -58.0 -66.6

peso p~1 I 0.8 2.6 386.1 -57.5 832.4 12.5

J 0.8 2.6 421.4 -57.5 4.6 7.2

perman~1 I 1.3 2.2 113.2 -87.4 234.3 15.9

J 1.3 2.2 113.2 -87.4 2.2 11.3

SLU Max I 22.2 59.7 1366.0 178.0 2813.8 130.2

J 22.2 59.7 1413.6 178.0 97.0 129.7

Min I -13.0 -26.4 688.2 -641.4 1475.1 -9.6

J -13.0 -26.4 735.8 -641.4 -68.8 -63.2

111 2 10 carich~1 Max I 54.2 25.3 427.6 282.6 1727.8 68.9

J 54.2 25.3 427.6 282.6 977.3 70.6

Min I -29.7 -30.3 -43.4 -320.1 -0.0 -40.7

J -29.7 -30.3 -43.4 -320.1 -0.1 -40.4

peso p~1 I -3.0 -4.0 329.7 -54.6 1547.0 -3.7

J -3.0 -4.0 364.9 -54.6 835.0 4.5

perman~1 I -4.9 -4.7 100.3 -83.5 444.3 -6.7

J -4.9 -4.7 100.3 -83.5 238.5 2.9

SLU Max I 61.8 21.6 1172.8 182.5 5087.3 77.9

J 61.8 21.6 1220.4 182.5 2804.4 105.7

Min I -51.5 -53.3 537.0 -631.1 2754.7 -70.1

J -51.5 -53.3 584.6 -631.1 1485.0 -44.0

112 2 10 carich~1 Max I 77.6 23.8 369.4 265.1 2257.1 85.1

J 77.6 23.8 369.4 265.1 1718.9 78.7

Min I -41.7 -31.5 -95.8 -305.6 0.0 -77.9

J -41.7 -31.5 -95.8 -305.6 -0.0 -53.2


peso p~1 I -5.5 -4.2 272.2 -52.4 2142.9 -11.3

J -5.5 -4.2 307.5 -52.4 1548.7 -2.7

perman~1 I -9.1 -5.2 85.9 -78.6 623.2 -18.0

J -9.1 -5.2 85.9 -78.6 447.2 -7.4

SLU Max I 83.7 18.6 995.1 169.2 6874.9 72.6

J 83.7 18.6 1042.7 169.2 5081.9 91.6

Min I -77.4 -56.0 367.1 -601.3 3827.8 -147.5

J -77.4 -56.0 414.7 -601.3 2761.4 -86.4

113 2 10 carich~1 Max I 80.5 22.8 320.4 238.9 2630.3 92.6

J 80.5 22.8 320.4 238.9 2255.6 81.8

Min I -52.0 -30.6 -136.7 -289.5 0.0 -102.5

J -52.0 -30.6 -136.7 -289.5 -0.0 -66.3

peso p~1 I -6.5 -4.5 214.3 -48.5 2619.3 -15.1

J -6.5 -4.5 249.6 -48.5 2143.7 -5.9

perman~1 I -10.8 -5.9 70.6 -70.7 769.3 -24.1

J -10.8 -5.9 70.6 -70.7 624.5 -12.1

SLU Max I 83.6 15.9 827.9 151.1 8240.9 68.4

J 83.6 15.9 875.5 151.1 6875.8 84.4

Min I -95.2 -56.2 210.8 -562.2 4689.9 -194.9

J -95.2 -56.2 258.4 -562.2 3830.8 -115.6

114 2 10 carich~1 Max I 64.9 21.5 273.2 210.9 2859.2 98.6

J 64.9 21.5 273.2 210.9 2636.7 83.5

Min I -59.9 -29.6 -179.1 -282.7 0.0 -122.1

J -59.9 -29.6 -179.1 -282.7 0.0 -76.0

peso p~1 I -7.0 -4.5 156.4 -43.8 2976.2 -16.5

J -7.0 -4.5 191.6 -43.8 2619.5 -7.2

perman~1 I -11.0 -6.1 55.2 -61.7 882.5 -26.6

J -11.0 -6.1 55.2 -61.7 769.3 -14.2

SLU Max I 61.8 13.7 662.7 133.1 9201.6 70.8

J 61.8 13.7 710.4 133.1 8249.9 81.7

Min I -106.7 -55.2 52.0 -533.3 5341.6 -227.1

J -106.7 -55.2 99.6 -533.3 4690.4 -133.6

115 2 10 carich~1 Max I 43.1 21.7 222.1 187.9 2922.9 97.6

J 43.1 21.7 222.1 187.9 2870.5 84.4

Min I -62.4 -36.4 -229.3 -274.2 0.0 -121.4

J -62.4 -36.4 -229.3 -274.2 0.0 -89.9

peso p~1 I -8.5 -4.3 98.5 -39.6 3215.0 -16.4

J -8.5 -4.3 133.8 -39.6 2976.9 -7.6

perman~1 I -11.6 -5.0 40.1 -53.8 964.9 -25.1

J -11.6 -5.0 40.1 -53.8 882.7 -14.9

SLU Max I 29.3 16.0 492.9 119.5 9733.5 71.9

J 29.3 16.0 540.5 119.5 9218.0 81.4

Min I -113.1 -62.4 -116.4 -504.4 5787.6 -223.7

J -113.1 -62.4 -68.8 -504.4 5342.9 -154.0

116 2 10 carich~1 Max I 36.7 55.3 172.1 171.5 2817.3 122.8

J 36.7 55.3 172.1 171.5 2934.6 76.7

Min I -64.2 -97.3 -291.8 -267.5 0.0 -177.0


J -64.2 -97.3 -291.8 -267.5 0.0 -89.1

peso p~1 I -12.7 -5.6 40.7 -35.7 3336.8 -20.2

J -12.7 -5.6 76.0 -35.7 3217.2 -8.6

perman~1 I -14.9 -3.0 25.5 -48.7 1018.7 -20.3

J -14.9 -3.0 25.5 -48.7 966.4 -14.1

SLU Max I 10.1 62.5 325.5 110.3 9836.0 108.1

J 10.1 62.5 373.1 110.3 9754.6 70.7

Min I -126.1 -143.4 -300.8 -482.3 6032.7 -296.6

J -126.1 -143.4 -253.1 -482.3 5792.9 -153.1

117 2 10 carich~1 Max I 50.1 96.9 289.2 244.8 2955.5 99.7

J 50.1 96.9 289.2 244.8 2819.6 121.2

Min I -77.2 -86.0 -173.5 -178.4 0.0 -133.0

J -77.2 -86.0 -173.5 -178.4 0.0 -160.6

peso p~1 I -10.7 1.6 -74.7 30.1 3221.1 -9.4

J -10.7 1.6 -39.4 30.1 3338.1 -12.8

perman~1 I -14.2 -4.9 -26.8 48.2 964.3 -19.8

J -14.2 -4.9 -26.8 48.2 1019.3 -9.7

SLU Max I 32.0 125.6 249.3 443.4 9784.8 92.2

J 32.0 125.6 296.9 443.4 9841.8 131.9

Min I -139.9 -121.3 -375.3 -127.9 5795.0 -221.8

J -139.9 -121.3 -327.7 -127.9 6035.3 -248.5

118 2 10 carich~1 Max I 55.7 36.1 228.5 258.2 2908.9 103.7

J 55.7 36.1 228.5 258.2 2953.3 60.5

Min I -69.2 -42.9 -229.2 -192.9 0.0 -148.5

J -69.2 -42.9 -229.2 -192.9 0.0 -85.1

peso p~1 I -10.3 -0.1 -132.8 35.2 2985.3 -14.0

J -10.3 -0.1 -97.5 35.2 3221.5 -13.7

perman~1 I -12.8 -3.7 -41.2 53.6 879.4 -24.0

J -12.8 -3.7 -41.2 53.6 964.0 -16.4

SLU Max I 42.1 43.0 67.4 476.6 9276.4 85.2

J 42.1 43.0 115.0 476.6 9781.9 38.6

Min I -126.6 -63.7 -550.5 -132.6 5349.4 -255.4

J -126.6 -63.7 -502.9 -132.6 5794.9 -158.0

119 2 10 carich~1 Max I 135.5 34.0 3.1 376.9 83.0 39.1

J 135.5 34.0 3.1 376.9 993.1 69.5

Min I -188.4 -33.5 -514.2 -267.9 -107.3 -36.6

J -188.4 -33.5 -514.2 -267.9 -0.6 -57.5

peso p~1 I 18.2 -24.4 -419.2 68.7 7.8 -17.8

J 18.2 -24.4 -383.9 68.7 831.0 32.2

perman~1 I 11.3 -23.6 -109.7 91.0 4.9 -16.5

J 11.3 -23.6 -109.7 91.0 229.7 31.8

SLU Max I 224.3 -22.4 -726.3 738.1 129.9 4.1

J 224.3 -22.4 -678.6 738.1 2807.2 185.1

Min I -212.9 -113.5 -1424.7 -132.4 -127.1 -98.2

J -212.9 -113.5 -1377.0 -132.4 1465.7 13.6

120 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0


J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -1.4 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

135 3 4 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 23.5 0.0 -13.2 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 3.4 0.0 -1.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 37.0 0.0 -20.7 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 37.0 0.0 -20.7 0.0

136 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 212.1 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 -8.6 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 311.8 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -25.8 0.0

137 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 239.9 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 -81.7 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 349.3 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -124.5 0.0


138 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 240.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 -76.9 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 349.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -118.1 0.0

139 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 239.9 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 -67.2 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 349.3 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -105.0 0.0

140 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 239.9 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 -52.7 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 349.3 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -85.4 0.0

141 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 239.9 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 -33.6 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 349.3 0.0 -14.3 0.0


Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -59.6 0.0

142 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

143 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

144 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

145 3 4 carich~1 Max I 25.7 30.8 167.0 83.7 215.7 42.1

J 25.7 30.8 196.2 83.7 182.0 33.8

Min I -21.0 -25.4 -288.5 -75.4 -261.7 -30.4

J -21.0 -25.4 -197.1 -75.4 -169.6 -40.0

peso p~1 I -15.4 6.4 -95.6 20.4 -125.3 15.4

J -15.4 6.4 -48.6 20.4 35.9 1.1

perman~1 I -19.9 9.3 -92.2 31.9 -140.8 21.3

J -19.9 9.3 -85.4 31.9 57.6 0.5


SLU Max I -15.8 64.2 -42.0 188.3 -89.2 109.6

J -15.8 64.2 71.3 188.3 380.6 47.8

Min I -78.8 -11.7 -656.9 -26.6 -733.7 11.7

J -78.8 -11.7 -459.7 -26.6 -94.1 -51.8

146 3 5 carich~1 Max I 11.3 24.9 6.3 6.7 6.0 30.5

J 11.3 24.9 209.5 6.7 4.6 37.8

Min I -26.1 -14.3 -36.1 -6.0 -25.1 -15.0

J -26.1 -14.3 -3.3 -6.0 -74.6 -43.1

peso p~1 I 10.9 -3.4 -9.8 1.6 -3.9 -11.8

J 10.9 -3.4 12.6 1.6 -7.0 -4.1

perman~1 I 13.4 -7.0 -5.9 2.5 -3.0 -18.6

J 13.4 -7.0 7.8 2.5 -5.1 -3.0

SLU Max I 50.1 18.6 -13.7 15.0 -1.6 -2.6

J 50.1 18.6 311.6 15.0 -11.0 40.9

Min I -0.4 -34.4 -70.9 -2.2 -43.6 -64.0

J -0.4 -34.4 24.3 -2.2 -117.9 -68.3

147 3 5 carich~1 Max I 7.5 22.0 10.5 6.3 10.3 28.7

J 7.5 22.0 213.0 6.3 8.0 25.0

Min I -13.1 -9.4 -36.5 -5.4 -25.7 -19.5

J -13.1 -9.4 -5.8 -5.4 -74.4 -33.8

peso p~1 I 1.9 -0.7 -11.5 1.3 -5.9 -4.5

J 1.9 -0.7 11.0 1.3 -5.4 -3.1

perman~1 I 2.6 -2.5 -8.7 2.1 -6.3 -8.4

J 2.6 -2.5 5.1 2.1 -2.3 -2.8

SLU Max I 16.7 25.1 -14.3 13.4 -3.5 20.1

J 16.7 25.1 310.0 13.4 0.2 25.5

Min I -11.1 -17.3 -77.8 -2.3 -52.0 -45.1

J -11.1 -17.3 14.7 -2.3 -111.1 -53.9

148 3 5 carich~1 Max I 11.9 16.9 14.8 5.5 14.7 23.1

J 11.9 16.9 217.2 5.5 13.1 14.0

Min I -12.8 -9.7 -36.8 -4.6 -27.4 -18.9

J -12.8 -9.7 -10.0 -4.6 -71.6 -23.0

peso p~1 I 1.0 1.0 -12.5 1.0 -7.1 0.5

J 1.0 1.0 10.0 1.0 -4.2 -1.7

perman~1 I 1.3 0.6 -10.5 1.6 -8.4 -0.7

J 1.3 0.6 3.3 1.6 -0.4 -1.9

SLU Max I 19.4 24.9 -12.7 11.2 -2.4 30.9

J 19.4 24.9 311.5 11.2 11.4 13.8

Min I -13.9 -10.9 -82.2 -2.4 -59.2 -25.7

J -13.9 -10.9 4.8 -2.4 -103.0 -36.1

149 3 5 carich~1 Max I 11.4 13.7 16.1 4.8 16.2 17.9

J 11.4 13.7 221.7 4.8 15.7 18.3

Min I -13.1 -12.7 -33.9 -3.7 -26.9 -19.9

J -13.1 -12.7 -12.3 -3.7 -65.0 -18.3

peso p~1 I 2.9 1.6 -13.0 0.7 -7.5 4.2

J 2.9 1.6 9.5 0.7 -3.7 0.7

perman~1 I 3.6 2.3 -11.2 1.0 -9.2 5.3


J 3.6 2.3 2.5 1.0 0.5 0.3

SLU Max I 24.6 23.9 -12.5 9.1 -2.1 37.8

J 24.6 23.9 316.0 9.1 16.9 26.0

Min I -8.5 -11.6 -80.1 -2.4 -60.3 -13.3

J -8.5 -11.6 0.1 -2.4 -92.1 -23.4

150 3 5 carich~1 Max I 15.9 15.6 14.6 4.3 14.9 21.4

J 15.9 15.6 227.5 4.3 15.2 28.5

Min I -21.2 -17.8 -229.8 -2.9 -25.6 -25.1

J -21.2 -17.8 -12.3 -2.9 -55.2 -28.3

peso p~1 I 9.0 0.7 -12.9 0.5 -7.3 6.0

J 9.0 0.7 9.5 0.5 -3.6 4.5

perman~1 I 11.7 1.9 -10.9 0.5 -8.7 8.9

J 11.7 1.9 2.8 0.5 0.4 4.6

SLU Max I 51.1 24.8 -14.2 7.3 -2.9 50.3

J 51.1 24.8 324.2 7.3 16.2 51.5

Min I 1.2 -20.2 -344.0 -2.5 -57.5 -12.4

J 1.2 -20.2 0.5 -2.5 -78.7 -25.3

151 3 5 carich~1 Max I 48.4 28.2 10.2 3.7 10.9 33.0

J 48.4 28.2 233.2 3.7 11.7 37.3

Min I -56.2 -24.3 -256.8 -2.2 -19.7 -31.0

J -56.2 -24.3 -9.3 -2.2 -40.7 -45.3

peso p~1 I 23.6 -1.2 -12.5 0.3 -6.6 4.4

J 23.6 -1.2 9.9 0.3 -3.7 7.2

perman~1 I 30.7 0.2 -9.9 0.2 -7.2 8.3

J 30.7 0.2 3.9 0.2 -0.5 7.9

SLU Max I 143.2 36.7 -17.9 5.7 -5.1 63.1

J 143.2 36.7 334.1 5.7 10.1 71.9

Min I 2.0 -34.2 -378.5 -2.3 -46.4 -23.3

J 2.0 -34.2 6.7 -2.3 -60.8 -39.6

152 3 3 carich~1 Max I 131.3 37.9 217.1 19.1 452.7 45.2

J 131.3 37.9 288.0 19.1 383.6 31.0

Min I -130.5 -22.8 -410.2 -17.2 -333.9 -27.7

J -130.5 -22.8 -167.8 -17.2 -333.9 -55.6

peso p~1 I -80.7 7.5 -68.4 1.9 -184.9 -0.1

J -80.7 7.5 -11.7 1.9 -95.4 -16.8

perman~1 I -99.0 7.6 -80.4 0.7 -246.6 2.1

J -99.0 7.6 -66.7 0.7 -82.2 -14.9

SLU Max I -80.2 72.7 80.0 29.3 -8.5 64.2

J -80.2 72.7 273.0 29.3 265.8 -3.1

Min I -433.6 -9.3 -766.8 -19.7 -1070.3 -34.3

J -433.6 -9.3 -342.4 -19.7 -702.8 -120.1

153 3 5 carich~1 Max I 46.7 35.5 11.8 2.6 13.0 42.1

J 46.7 35.5 13.2 2.6 12.5 35.0

Min I -49.5 -29.5 -240.3 -3.9 -60.3 -39.7

J -49.5 -29.5 -10.5 -3.9 -13.4 -51.1

peso p~1 I 24.5 4.8 -12.9 0.3 -7.6 -11.6

J 24.5 4.8 9.5 0.3 -3.8 -22.4


perman~1 I 31.8 8.6 -9.6 0.0 -7.2 -6.9

J 31.8 8.6 4.2 0.0 -1.2 -26.1

SLU Max I 143.9 67.3 -15.9 3.8 -3.5 30.8

J 143.9 67.3 36.9 3.8 10.0 -22.1

Min I 14.0 -20.4 -356.2 -4.9 -102.5 -79.6

J 14.0 -20.4 5.0 -4.9 -25.0 -138.4

154 3 5 carich~1 Max I 16.9 35.3 18.3 3.1 19.7 35.4

J 16.9 35.3 24.6 3.1 17.7 28.1

Min I -15.2 -23.1 -234.0 -4.3 -79.8 -30.8

J -15.2 -23.1 -15.3 -4.3 -21.4 -51.5

peso p~1 I 9.6 5.2 -13.6 -0.0 -9.0 -9.4

J 9.6 5.2 8.9 -0.0 -3.8 -21.1

perman~1 I 11.8 8.1 -10.4 -0.4 -8.7 -5.1

J 11.8 8.1 3.4 -0.4 -1.0 -23.1

SLU Max I 53.5 66.7 -9.1 3.6 1.3 27.5

J 53.5 66.7 50.2 3.6 17.3 -25.2

Min I 10.2 -12.0 -349.8 -6.5 -133.0 -62.0

J 10.2 -12.0 -3.5 -6.5 -35.5 -132.6

155 3 4 carich~1 Max I 15.0 20.9 244.7 77.0 218.8 35.0

J 15.0 20.9 352.6 77.0 204.8 45.0

Min I -35.8 -39.4 -345.3 -108.6 -159.2 -55.3

J -35.8 -39.4 -160.5 -108.6 -409.4 -19.4

peso p~1 I -23.8 7.9 115.8 -28.5 66.8 26.3

J -23.8 7.9 162.8 -28.5 -244.5 8.7

perman~1 I -23.0 5.4 115.7 -34.1 72.2 23.7

J -23.0 5.4 122.6 -34.1 -194.2 11.6

SLU Max I -46.4 47.0 660.3 14.3 493.8 118.2

J -46.4 47.0 879.7 14.3 -344.8 89.9

Min I -115.0 -34.5 -136.3 -236.2 -16.5 -3.6

J -115.0 -34.5 186.9 -236.2 -1174.1 2.9

156 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -6.9 0.0 -1.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -9.3 0.0 -1.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

157 2 10 carich~1 Max I 25.4 25.7 446.2 212.1 907.1 38.3

J 25.4 25.7 446.2 212.1 56.2 45.5

Min I -30.8 -21.0 -1.7 -253.9 0.0 -21.6

J -30.8 -21.0 -1.7 -253.9 -41.7 -32.6


peso p~1 I -6.4 -15.4 412.5 -79.0 885.7 -13.5

J -6.4 -15.4 447.8 -79.0 3.9 18.0

perman~1 I -9.3 -19.9 160.5 -122.1 318.1 -16.0

J -9.3 -19.9 160.5 -122.1 -10.9 24.7

SLU Max I 11.7 -15.8 1400.1 -3.4 2897.5 9.4

J 11.7 -15.8 1447.7 -3.4 64.7 122.8

Min I -64.2 -78.8 795.4 -632.6 1672.9 -71.3

J -64.2 -78.8 843.0 -632.6 -67.5 17.3

158 2 10 carich~1 Max I 25.3 12.7 393.1 214.7 1654.4 31.5

J 25.3 12.7 393.1 214.7 908.3 48.7

Min I -40.2 -17.2 -23.1 -260.1 0.0 -17.7

J -40.2 -17.2 -23.1 -260.1 0.0 -19.0

peso p~1 I -3.0 -4.5 344.7 -72.1 1625.1 -18.5

J -3.0 -4.5 380.0 -72.1 882.3 -9.3

perman~1 I -2.4 -6.5 128.3 -110.3 575.0 -26.3

J -2.4 -6.5 128.3 -110.3 311.9 -13.0

SLU Max I 26.5 1.4 1188.6 27.1 5289.8 -21.8

J 26.5 1.4 1236.2 27.1 2885.2 33.7

Min I -61.8 -38.9 626.7 -614.0 3056.4 -88.2

J -61.8 -38.9 674.3 -614.0 1659.0 -57.7

159 2 10 carich~1 Max I 33.6 11.7 344.4 209.2 2232.4 41.3

J 33.6 11.7 344.4 209.2 1656.0 51.9

Min I -55.8 -17.5 -56.6 -257.7 0.0 -37.4

J -55.8 -17.5 -56.6 -257.7 0.0 -34.1

peso p~1 I -2.3 -2.6 278.4 -58.6 2230.4 -20.7

J -2.3 -2.6 313.7 -58.6 1623.4 -15.4

perman~1 I 0.1 -3.8 98.8 -89.7 774.1 -31.3

J 0.1 -3.8 98.8 -89.7 571.6 -23.5

SLU Max I 42.5 6.6 989.0 68.9 7185.8 -19.2

J 42.5 6.6 1036.6 68.9 5284.5 14.0

Min I -78.3 -32.8 447.6 -561.4 4172.1 -125.5

J -78.3 -32.8 495.3 -561.4 3049.0 -102.1

160 2 10 carich~1 Max I 42.4 9.9 303.0 199.9 2662.0 53.9

J 42.4 9.9 303.0 199.9 2234.0 50.3

Min I -70.8 -16.6 -88.9 -249.6 0.0 -56.8

J -70.8 -16.6 -88.9 -249.6 0.0 -45.6

peso p~1 I -3.3 -1.5 212.9 -42.8 2702.4 -22.2

J -3.3 -1.5 248.2 -42.8 2229.8 -19.1

perman~1 I -0.4 -2.6 70.7 -65.7 917.7 -34.7

J -0.4 -2.6 70.7 -65.7 772.8 -29.4

SLU Max I 52.1 7.4 802.4 113.6 8618.5 -9.3

J 52.1 7.4 850.0 113.6 7185.3 -1.9

Min I -100.7 -28.3 273.3 -493.3 5024.8 -158.7

J -100.7 -28.3 321.0 -493.3 4169.5 -131.4

161 2 10 carich~1 Max I 49.5 12.3 266.8 192.1 2964.4 63.5

J 49.5 12.3 266.8 192.1 2663.6 52.8

Min I -78.1 -17.1 -125.0 -242.6 0.0 -71.3


J -78.1 -17.1 -125.0 -242.6 0.0 -54.8

peso p~1 I -4.9 1.3 147.3 -26.5 3040.6 -20.1

J -4.9 1.3 182.6 -26.5 2702.5 -22.9

perman~1 I -2.7 1.0 42.7 -40.7 1005.3 -33.0

J -2.7 1.0 42.7 -40.7 917.8 -35.0

SLU Max I 56.3 19.9 623.0 162.5 9614.7 9.0

J 56.3 19.9 670.6 162.5 8621.1 -12.0

Min I -116.1 -19.9 94.2 -424.4 5612.8 -172.9

J -116.1 -19.9 141.8 -424.4 5025.1 -157.4

162 2 10 carich~1 Max I 56.1 20.1 232.6 183.9 3129.4 72.9

J 56.1 20.1 232.6 183.9 2966.5 55.9

Min I -78.6 -26.1 -164.6 -248.2 0.0 -82.1

J -78.6 -26.1 -164.6 -248.2 0.0 -63.9

peso p~1 I -5.5 10.4 80.8 -11.7 3242.4 -3.3

J -5.5 10.4 116.1 -11.7 3040.5 -24.6

perman~1 I -4.6 12.6 13.4 -18.2 1033.4 -11.6

J -4.6 12.6 13.4 -18.2 1005.8 -37.6

SLU Max I 61.3 60.2 443.3 205.2 10151.9 76.5

J 61.3 60.2 490.9 205.2 9618.2 -14.2

Min I -120.6 -2.2 -92.9 -378.1 5927.3 -132.8

J -120.6 -2.2 -45.2 -378.1 5613.4 -175.8

163 2 10 carich~1 Max I 65.2 65.9 201.0 167.5 3172.7 165.5

J 65.2 65.9 201.0 167.5 3132.3 53.3

Min I -76.0 -74.8 -209.9 -240.8 0.0 -160.3

J -76.0 -74.8 -209.9 -240.8 0.0 -71.9

peso p~1 I -4.3 34.0 13.1 -2.9 3304.5 59.2

J -4.3 34.0 48.4 -2.9 3241.5 -10.5

perman~1 I -4.8 43.3 -18.0 -4.2 996.4 69.3

J -4.8 43.3 -18.0 -4.2 1033.3 -19.5

SLU Max I 74.9 199.9 262.1 215.9 10238.8 407.3

J 74.9 199.9 309.7 215.9 10154.5 28.5

Min I -115.7 10.0 -292.6 -335.2 5955.7 -32.5

J -115.7 10.0 -245.0 -335.2 5925.9 -140.5

164 2 10 carich~1 Max I 84.2 61.0 238.7 194.8 3204.9 66.3

J 84.2 61.0 238.7 194.8 3174.8 163.2

Min I -110.3 -65.4 -201.7 -184.5 0.0 -92.1

J -110.3 -65.4 -201.7 -184.5 0.0 -140.7

peso p~1 I -11.8 -46.7 -33.7 -56.1 3271.1 -19.6

J -11.8 -46.7 1.6 -56.1 3304.0 76.0

perman~1 I -12.5 -55.7 20.3 -34.8 1038.9 -29.9

J -12.5 -55.7 20.3 -34.8 997.2 84.2

SLU Max I 79.1 -64.1 307.3 135.0 10300.9 18.2

J 79.1 -64.1 354.9 135.0 10242.3 449.2

Min I -183.6 -234.8 -287.3 -377.0 5974.3 -195.6

J -183.6 -234.8 -239.6 -377.0 5956.3 38.9

165 2 10 carich~1 Max I 93.2 19.8 202.4 218.8 3127.2 68.4


J 93.2 19.8 202.4 218.8 3213.3 56.0

Min I -124.0 -30.3 -242.1 -202.9 0.0 -103.5

J -124.0 -30.3 -242.1 -202.9 0.0 -65.8

peso p~1 I -16.6 -22.1 -103.5 -41.9 3097.3 -42.6

J -16.6 -22.1 -68.3 -41.9 3273.4 2.8

perman~1 I -21.1 -23.8 -14.5 -14.8 1013.8 -52.7

J -21.1 -23.8 -14.5 -14.8 1043.5 -3.8

SLU Max I 71.9 -38.9 111.8 216.6 9923.8 -44.1

J 71.9 -38.9 159.4 216.6 10322.3 73.7

Min I -221.4 -106.5 -488.3 -352.7 5702.1 -276.2

J -221.4 -106.5 -440.7 -352.7 5984.3 -90.8

166 2 10 carich~1 Max I 208.0 35.8 1.0 327.2 120.5 50.0

J 208.0 35.8 1.0 327.2 1202.7 24.2

Min I -291.8 -15.0 -613.8 -210.9 -117.8 -18.8

J -291.8 -15.0 -613.8 -210.9 0.0 -60.4

peso p~1 I -73.4 23.8 -480.7 118.6 -6.1 12.8

J -73.4 23.8 -445.5 118.6 943.2 -36.0

perman~1 I -87.9 23.0 -176.8 163.4 -28.2 15.5

J -87.9 23.0 -176.8 163.4 334.2 -31.7

SLU Max I 49.8 115.0 -912.9 846.9 112.2 108.1

J 49.8 115.0 -865.2 846.9 3398.4 -63.3

Min I -624.9 46.4 -1742.8 120.5 -209.5 15.1

J -624.9 46.4 -1695.2 120.5 1774.7 -177.6

167 2 10 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -1.4 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 9.3 0.0 -1.9 0.0

168 3 4 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 5.3 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 -3.9 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 41.6 0.0 -41.2 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 12.2 0.0 -12.1 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 81.7 0.0 -73.7 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 74.5 0.0 -79.0 0.0


169 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -7.7 0.0 -5.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -19.9 0.0 -19.7 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -24.4 0.0 -24.1 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -63.4 0.0 -62.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -73.8 0.0 -70.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

170 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -7.7 0.0 -5.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -20.0 0.0 -19.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -24.5 0.0 -24.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -63.7 0.0 -63.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -74.1 0.0 -71.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

171 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -7.7 0.0 -6.1 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -20.3 0.0 -20.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -24.8 0.0 -25.1 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -64.7 0.0 -65.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -75.1 0.0 -73.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

172 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -7.7 0.0 -6.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -20.8 0.0 -21.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -25.5 0.0 -26.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -66.3 0.0 -68.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0


Min I 0.0 0.0 -76.7 0.0 -77.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

173 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -7.7 0.0 -7.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -21.6 0.0 -23.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -26.4 0.0 -28.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -68.8 0.0 -74.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -79.2 0.0 -83.7 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

174 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -7.7 0.0 -8.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -22.5 0.0 -25.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -27.6 0.0 -30.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -71.7 0.0 -80.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -82.1 0.0 -91.1 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

175 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -195.7 0.0 -15.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -23.2 0.0 -26.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -28.4 0.0 -32.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -74.0 0.0 -85.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -338.2 0.0 -106.1 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

176 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -247.7 0.0 -18.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -25.0 0.0 -31.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -30.6 0.0 -38.1 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0


SLU Max I 0.0 0.0 -79.7 0.0 -99.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -414.1 0.0 -123.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

177 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -247.5 0.0 -50.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -26.3 0.0 -34.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -24.2 0.0 -35.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -71.8 0.0 -99.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -406.0 0.0 -167.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

178 3 4 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -266.1 0.0 -220.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -70.4 0.0 -118.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -13.0 0.0 -23.1 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -114.5 0.0 -193.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -473.8 0.0 -491.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

179 3 5 carich~1 Max I 11.1 22.3 9.9 4.3 13.2 32.3

J 11.1 22.3 39.5 4.3 14.9 25.0

Min I -13.1 -23.6 -213.5 -3.9 -72.1 -34.8

J -13.1 -23.6 -15.0 -3.9 -28.9 -19.3

peso p~1 I 1.1 0.1 -12.0 -0.4 -5.3 0.5

J 1.1 0.1 10.4 -0.4 -3.5 0.3

perman~1 I 1.3 0.2 -7.7 -0.5 -3.7 1.3

J 1.3 0.2 6.1 -0.5 -1.9 0.9

SLU Max I 18.4 30.5 -14.4 4.4 5.1 46.3

J 18.4 30.5 76.5 4.4 12.6 35.6

Min I -14.2 -31.5 -316.0 -6.6 -110.1 -44.3

J -14.2 -31.5 3.0 -6.6 -46.6 -24.3

181 2 10 carich~1 Max I 87.3 21.9 314.8 254.3 2545.0 74.9

J 87.3 21.9 314.8 254.3 2153.9 110.1

Min I -73.1 -25.6 -125.2 -254.1 -0.0 -54.3

J -73.1 -25.6 -125.2 -254.1 -0.0 -97.6

peso p~1 I 11.5 -0.8 200.5 25.6 2512.4 2.9

J 11.5 -0.8 235.7 25.6 2065.3 4.5

perman~1 I 15.6 -1.5 51.0 35.2 601.2 3.4


J 15.6 -1.5 51.0 35.2 496.7 6.4

SLU Max I 156.9 26.2 772.0 430.7 7729.3 110.1

J 156.9 26.2 819.7 430.7 6440.9 164.4

Min I -59.7 -37.8 178.1 -255.7 4293.5 -64.4

J -59.7 -37.8 225.7 -255.7 3533.1 -116.1

182 3 5 carich~1 Max I 12.0 29.5 23.8 4.8 29.3 40.1

J 12.0 29.5 152.5 4.8 25.0 47.6

Min I -17.6 -39.0 -279.7 -4.5 -87.9 -44.2

J -17.6 -39.0 -21.0 -4.5 -81.4 -35.5

peso p~1 I 1.7 1.2 -12.1 -0.4 -5.4 2.4

J 1.7 1.2 10.3 -0.4 -3.4 -0.2

perman~1 I 2.2 2.0 -8.0 -0.6 -4.3 4.1

J 2.2 2.0 5.7 -0.6 -1.7 -0.3

SLU Max I 21.8 44.5 3.7 4.9 25.9 63.5

J 21.8 44.5 228.4 4.9 26.7 63.4

Min I -18.2 -48.0 -406.0 -7.5 -132.4 -50.2

J -18.2 -48.0 -5.8 -7.5 -117.0 -48.7

183 2 10 carich~1 Max I 56.3 30.6 287.3 272.7 2319.6 68.8

J 56.3 30.6 287.3 272.7 2014.3 118.2

Min I -79.1 -29.2 -130.4 -256.1 -0.0 -68.7

J -79.1 -29.2 -130.4 -256.1 -0.0 -124.6

peso p~1 I 8.0 -2.2 203.9 30.1 2541.8 3.1

J 8.0 -2.2 239.2 30.1 2087.6 7.6

perman~1 I 10.6 -3.6 55.8 43.0 641.6 3.8

J 10.6 -3.6 55.8 43.0 527.1 11.1

SLU Max I 102.7 33.1 746.9 473.2 7525.3 102.7

J 102.7 33.1 794.5 473.2 6328.3 186.3

Min I -80.1 -47.6 183.0 -240.6 4393.8 -82.8

J -80.1 -47.6 230.6 -240.6 3609.0 -141.4

184 3 5 carich~1 Max I 13.8 41.0 20.6 4.7 23.5 51.0

J 13.8 41.0 286.5 4.7 29.6 40.6

Min I -15.0 -36.7 -148.8 -5.0 -80.9 -43.4

J -15.0 -36.7 -26.1 -5.0 -89.7 -44.5

peso p~1 I 1.9 3.0 -12.4 -0.6 -5.9 5.1

J 1.9 3.0 10.0 -0.6 -3.2 -1.5

perman~1 I 2.7 4.7 -8.6 -0.8 -5.0 8.1

J 2.7 4.7 5.1 -0.8 -1.2 -2.4

SLU Max I 25.3 66.5 -1.9 4.3 16.2 87.9

J 25.3 66.5 408.0 4.3 33.8 49.1

Min I -13.7 -38.4 -230.5 -8.8 -124.6 -39.5

J -13.7 -38.4 -14.0 -8.8 -127.2 -65.8

185 2 10 carich~1 Max I 43.6 30.3 186.3 260.0 2404.3 126.1

J 43.6 30.3 186.3 260.0 2544.5 80.7

Min I -56.2 -34.3 -247.5 -229.2 0.0 -143.6

J -56.2 -34.3 -247.5 -229.2 0.0 -84.2

peso p~1 I 1.4 -3.6 -185.2 34.9 2579.8 -13.1

J 1.4 -3.6 -149.9 34.9 2923.3 -5.8


perman~1 I 1.1 -5.3 -47.5 50.9 695.9 -19.1

J 1.1 -5.3 -47.5 50.9 793.3 -8.2

SLU Max I 62.5 28.0 -69.8 474.4 7772.4 123.7

J 62.5 28.0 -22.1 474.4 8571.6 88.8

Min I -72.2 -59.1 -655.4 -186.0 4526.6 -240.4

J -72.2 -59.1 -607.8 -186.0 5136.5 -133.8

186 3 5 carich~1 Max I 22.2 41.4 18.7 4.1 20.0 53.6

J 22.2 41.4 222.6 4.1 31.3 40.2

Min I -13.7 -27.8 -44.2 -5.1 -43.2 -31.4

J -13.7 -27.8 -28.9 -5.1 -77.4 -50.6

peso p~1 I 1.9 5.8 -12.8 -0.7 -6.5 7.3

J 1.9 5.8 9.6 -0.7 -2.9 -5.7

perman~1 I 2.8 8.3 -9.3 -1.0 -6.0 11.0

J 2.8 8.3 4.4 -1.0 -0.6 -7.6

SLU Max I 36.7 76.2 -6.0 3.0 9.3 98.7

J 36.7 76.2 320.2 3.0 37.5 35.2

Min I -11.8 -17.2 -90.9 -9.4 -76.1 -16.0

J -11.8 -17.2 -19.3 -9.4 -109.4 -87.4

187 2 10 carich~1 Max I 68.3 24.3 182.6 275.9 2679.8 100.1

J 68.3 24.3 182.6 275.9 2908.8 68.8

Min I -71.9 -37.1 -280.8 -210.6 -0.0 -155.5

J -71.9 -37.1 -280.8 -210.6 0.0 -100.8

peso p~1 I -10.8 -0.8 -191.2 41.7 2630.2 -17.4

J -10.8 -0.8 -156.0 41.7 2986.0 -15.8

perman~1 I -13.0 -3.1 -55.9 61.5 765.4 -25.4

J -13.0 -3.1 -55.9 61.5 879.9 -19.0

SLU Max I 58.1 27.1 -95.5 520.9 8316.5 73.4

J 58.1 27.1 -47.9 520.9 9277.9 43.1

Min I -131.2 -55.8 -721.1 -135.8 4698.7 -271.5

J -131.2 -55.8 -673.4 -135.8 5351.1 -185.9

188 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

189 3 5 carich~1 Max I 17.8 32.6 22.3 3.7 23.9 27.3

J 17.8 32.6 38.8 3.7 18.8 31.7

Min I -8.2 -23.0 -221.0 -5.0 -92.3 -24.1

J -8.2 -23.0 -16.7 -5.0 -31.7 -51.0


peso p~1 I 3.3 6.6 -13.6 -0.5 -9.6 -2.7

J 3.3 6.6 8.9 -0.5 -4.3 -17.5

perman~1 I 4.0 8.8 -10.3 -1.0 -9.1 1.4

J 4.0 8.8 3.4 -1.0 -1.4 -18.1

SLU Max I 34.5 66.1 -3.7 2.8 5.6 35.3

J 34.5 66.1 69.5 2.8 17.3 -8.1

Min I -0.7 -8.9 -332.2 -9.0 -151.3 -34.0

J -0.7 -8.9 -5.5 -9.0 -50.7 -119.6

190 2 10 carich~1 Max I 109.7 13.3 168.6 231.8 2924.9 68.3

J 109.7 13.3 168.6 231.8 3137.7 51.1

Min I -147.2 -27.1 -283.6 -208.7 0.0 -118.9

J -147.2 -27.1 -283.6 -208.7 0.0 -77.8

peso p~1 I -21.8 -12.5 -174.1 -16.3 2779.5 -47.1

J -21.8 -12.5 -138.8 -16.3 3100.1 -21.5

perman~1 I -29.1 -12.1 -42.0 13.1 932.3 -54.3

J -29.1 -12.1 -42.0 13.1 1018.5 -29.6

SLU Max I 75.0 -16.9 -70.4 310.5 9099.4 -52.7

J 75.0 -16.9 -22.7 310.5 9948.8 -4.3

Min I -271.9 -71.5 -680.9 -284.1 5150.8 -305.5

J -271.9 -71.5 -633.2 -284.1 5712.9 -178.5

191 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -247.5 0.0 -85.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -27.7 0.0 -38.3 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -25.5 0.0 -39.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -75.6 0.0 -110.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -409.8 0.0 -225.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

192 3 5 carich~1 Max I 11.8 28.4 7.8 4.8 10.7 41.9

J 11.8 28.4 54.7 4.8 12.8 15.4

Min I -12.1 -24.3 -196.8 -4.8 -81.8 -42.4

J -12.1 -24.3 -13.0 -4.8 -36.4 -23.3

peso p~1 I 0.4 0.8 -11.8 -0.5 -5.1 2.0

J 0.4 0.8 10.6 -0.5 -3.7 0.3

perman~1 I 0.3 1.2 -7.5 -0.6 -3.4 3.3

J 0.3 1.2 6.3 -0.6 -2.1 0.6

SLU Max I 17.0 41.2 -16.7 4.9 2.5 64.3

J 17.0 41.2 97.6 4.9 9.2 22.3

Min I -15.3 -30.0 -292.8 -8.1 -122.4 -49.5

J -15.3 -30.0 6.2 -8.1 -57.3 -30.0

194 2 10 carich~1 Max I 100.3 24.9 362.9 280.5 2166.2 62.7

J 100.3 24.9 362.9 280.5 1618.7 104.8

Min I -87.1 -27.8 -79.3 -270.0 -0.0 -33.1


J -87.1 -27.8 -79.3 -270.0 -0.0 -81.8

peso p~1 I 12.6 -0.8 258.3 27.0 2064.7 1.3

J 12.6 -0.8 293.6 27.0 1499.0 3.0

perman~1 I 17.3 -1.6 65.0 37.1 495.7 1.3

J 17.3 -1.6 65.0 37.1 362.3 4.5

SLU Max I 178.2 30.2 936.1 470.7 6455.1 88.3

J 178.2 30.2 983.7 470.7 4752.4 152.3

Min I -74.7 -41.1 339.1 -272.4 3530.8 -41.0

J -74.7 -41.1 386.8 -272.4 2567.1 -99.6

195 3 5 carich~1 Max I 15.0 36.8 24.2 5.9 28.8 48.1

J 15.0 36.8 180.5 5.9 22.0 52.0

Min I -17.8 -50.8 -255.5 -5.5 -91.5 -64.1

J -17.8 -50.8 -18.8 -5.5 -86.5 -51.2

peso p~1 I 0.4 1.8 -11.9 -0.5 -5.2 3.6

J 0.4 1.8 10.5 -0.5 -3.6 -0.4

perman~1 I 0.4 2.8 -7.8 -0.8 -3.9 5.8

J 0.4 2.8 6.0 -0.8 -1.9 -0.5

SLU Max I 21.5 56.4 4.9 6.1 26.1 78.5

J 21.5 56.4 266.9 6.1 22.0 68.9

Min I -22.9 -62.0 -372.6 -9.4 -136.3 -73.0

J -22.9 -62.0 -2.2 -9.4 -124.4 -70.5

196 2 10 carich~1 Max I 53.3 31.9 336.7 305.8 2023.4 45.4

J 53.3 31.9 336.7 305.8 1552.8 109.2

Min I -64.0 -32.5 -86.0 -284.0 -0.0 -55.2

J -64.0 -32.5 -86.0 -284.0 0.0 -112.1

peso p~1 I 9.3 -2.1 261.9 32.0 2086.8 1.1

J 9.3 -2.1 297.2 32.0 1513.8 5.3

perman~1 I 12.9 -3.5 70.0 45.5 525.7 0.8

J 12.9 -3.5 70.0 45.5 382.2 8.1

SLU Max I 103.9 35.0 913.1 524.3 6337.2 64.0

J 103.9 35.0 960.7 524.3 4713.2 166.7

Min I -54.5 -52.0 342.4 -271.9 3605.6 -71.8

J -54.5 -52.0 390.1 -271.9 2616.9 -132.0

197 3 5 carich~1 Max I 19.6 53.9 18.1 5.7 22.3 64.6

J 19.6 53.9 272.6 5.7 32.7 47.6

Min I -15.0 -42.8 -121.7 -6.5 -72.0 -60.5

J -15.0 -42.8 -28.5 -6.5 -88.2 -68.1

peso p~1 I 0.3 3.2 -12.2 -0.7 -5.5 6.1

J 0.3 3.2 10.3 -0.7 -3.4 -1.0

perman~1 I 0.4 5.1 -8.2 -1.0 -4.5 9.7

J 0.4 5.1 5.6 -1.0 -1.5 -1.8

SLU Max I 27.5 84.7 -4.2 5.3 16.1 110.0

J 27.5 84.7 390.3 5.3 37.3 60.2

Min I -19.1 -45.8 -193.0 -11.1 -111.3 -58.9

J -19.1 -45.8 -16.2 -11.1 -126.0 -96.0

198 2 10 carich~1 Max I 43.9 29.7 143.9 287.7 2101.2 120.6


J 43.9 29.7 143.9 287.7 2407.8 78.0

Min I -52.3 -40.0 -299.3 -253.4 -0.0 -148.6

J -52.3 -40.0 -299.3 -253.4 -0.0 -73.2

peso p~1 I 4.3 -3.6 -243.4 38.2 2115.4 -11.7

J 4.3 -3.6 -208.1 38.2 2578.2 -4.3

perman~1 I 4.7 -5.4 -62.0 55.8 566.7 -16.8

J 4.7 -5.4 -62.0 55.8 693.7 -5.7

SLU Max I 72.1 27.2 -227.2 523.6 6542.5 121.9

J 72.1 27.2 -179.6 523.6 7771.7 91.0

Min I -57.7 -67.0 -825.5 -206.9 3705.9 -241.5

J -57.7 -67.0 -777.9 -206.9 4521.1 -113.2

199 3 5 carich~1 Max I 26.5 53.5 17.6 5.0 18.6 66.0

J 26.5 53.5 238.3 5.0 26.7 47.8

Min I -15.0 -36.7 -227.8 -6.6 -44.4 -44.2

J -15.0 -36.7 -25.2 -6.6 -62.2 -62.1

peso p~1 I 0.0 5.4 -12.4 -0.9 -6.0 9.3

J 0.0 5.4 10.0 -0.9 -3.3 -2.7

perman~1 I 0.3 8.0 -8.7 -1.3 -5.2 13.5

J 0.3 8.0 5.1 -1.3 -1.1 -4.5

SLU Max I 36.2 91.5 -6.1 3.7 9.3 121.9

J 36.2 91.5 342.9 3.7 30.0 54.2

Min I -19.8 -30.2 -337.4 -12.0 -75.8 -26.8

J -19.8 -30.2 -12.9 -12.0 -90.1 -94.1

200 2 10 carich~1 Max I 77.0 24.5 138.8 301.0 2276.0 97.4

J 77.0 24.5 138.8 301.0 2684.3 65.8

Min I -78.9 -34.2 -330.9 -232.7 -0.1 -152.9

J -78.9 -34.2 -330.9 -232.7 -0.0 -98.8

peso p~1 I -10.0 -2.2 -249.7 49.1 2154.1 -18.9

J -10.0 -2.2 -214.5 49.1 2629.9 -14.4

perman~1 I -12.6 -4.3 -70.7 70.7 620.4 -25.2

J -12.6 -4.3 -70.7 70.7 765.2 -16.3

SLU Max I 71.6 23.7 -255.8 578.6 6911.2 68.3

J 71.6 23.7 -208.1 578.6 8322.0 44.9

Min I -138.9 -55.6 -889.8 -141.9 3838.5 -269.7

J -138.9 -55.6 -842.2 -141.9 4698.2 -177.3

201 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0


202 3 5 carich~1 Max I 20.2 35.9 22.7 4.5 24.5 26.0

J 20.2 35.9 59.0 4.5 14.4 44.5

Min I -9.4 -33.8 -199.4 -5.9 -96.6 -32.6

J -9.4 -33.8 -13.5 -5.9 -39.9 -56.8

peso p~1 I 1.7 9.9 -12.7 -1.1 -8.9 7.5

J 1.7 9.9 9.7 -1.1 -5.6 -14.6

perman~1 I 2.3 11.7 -9.3 -1.6 -8.2 11.7

J 2.3 11.7 4.5 -1.6 -2.8 -14.5

SLU Max I 33.1 79.3 -0.5 2.2 8.7 62.8

J 33.1 79.3 99.6 2.2 7.7 18.6

Min I -6.8 -14.8 -300.3 -11.8 -154.8 -16.4

J -6.8 -14.8 1.6 -11.8 -65.7 -118.1

203 2 10 carich~1 Max I 126.2 16.7 135.4 247.3 2567.0 67.3

J 126.2 16.7 135.4 247.3 2935.8 47.8

Min I -173.0 -27.5 -337.0 -211.3 0.0 -132.1

J -173.0 -27.5 -337.0 -211.3 0.0 -82.9

peso p~1 I -28.4 -9.2 -246.0 15.9 2315.5 -48.4

J -28.4 -9.2 -210.7 15.9 2783.6 -29.6

perman~1 I -37.9 -8.1 -70.9 48.6 792.6 -52.8

J -37.9 -8.1 -70.9 48.6 938.0 -36.2

SLU Max I 75.1 -2.0 -255.7 428.0 7780.4 -53.5

J 75.1 -2.0 -208.1 428.0 9128.1 -29.7

Min I -328.8 -61.6 -893.4 -190.9 4314.9 -322.8

J -328.8 -61.6 -845.8 -190.9 5164.8 -206.1

204 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -247.5 0.0 -124.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -29.4 0.0 -42.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -26.9 0.0 -43.7 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -80.0 0.0 -123.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -414.2 0.0 -291.5 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

205 3 5 carich~1 Max I 5.3 37.7 4.4 5.3 6.6 57.4

J 5.3 37.7 76.7 5.3 8.5 16.7

Min I -11.3 -25.8 -170.5 -5.6 -83.4 -49.5

J -11.3 -25.8 -8.6 -5.6 -46.3 -37.6

peso p~1 I 0.8 1.4 -11.5 -0.5 -4.6 3.4

J 0.8 1.4 11.0 -0.5 -4.0 0.2

perman~1 I 0.7 2.1 -7.0 -0.7 -2.9 4.9

J 0.7 2.1 6.7 -0.7 -2.5 0.2

SLU Max I 9.3 55.9 -20.2 5.4 -1.7 89.4

J 9.3 55.9 128.4 5.4 2.3 23.2


Min I -13.1 -29.8 -256.3 -9.2 -123.2 -54.9

J -13.1 -29.8 13.3 -9.2 -71.7 -50.2

207 2 10 carich~1 Max I 116.8 25.6 421.1 297.1 1641.6 43.1

J 116.8 25.6 421.1 297.1 922.2 80.9

Min I -125.2 -25.3 -36.9 -281.0 -0.0 -13.6

J -125.2 -25.3 -36.9 -281.0 -0.0 -57.3

peso p~1 I 13.7 -1.3 316.1 27.9 1498.3 -1.5

J 13.7 -1.3 351.4 27.9 814.2 1.2

perman~1 I 18.9 -2.1 79.0 38.2 361.2 -2.5

J 18.9 -2.1 79.0 38.2 199.3 1.8

SLU Max I 204.6 29.7 1113.7 496.0 4780.8 52.4

J 204.6 29.7 1161.3 496.0 2643.1 113.5

Min I -122.1 -39.1 495.3 -284.5 2564.6 -24.1

J -122.1 -39.1 543.0 -284.5 1398.1 -73.1

208 3 5 carich~1 Max I 11.3 56.0 19.1 7.2 22.9 61.3

J 11.3 56.0 216.4 7.2 18.0 66.2

Min I -17.5 -67.8 -223.7 -6.7 -90.0 -90.2

J -17.5 -67.8 -14.6 -6.7 -90.6 -82.5

peso p~1 I 1.2 2.5 -11.5 -0.6 -4.7 4.7

J 1.2 2.5 10.9 -0.6 -4.0 -0.9

perman~1 I 1.3 3.8 -7.3 -0.8 -3.3 7.3

J 1.3 3.8 6.5 -0.8 -2.4 -1.1

SLU Max I 18.8 84.6 -0.7 7.7 19.7 100.0

J 18.8 84.6 316.6 7.7 15.3 86.5

Min I -20.1 -82.5 -328.4 -11.1 -132.6 -104.4

J -20.1 -82.5 4.8 -11.1 -131.3 -114.3

209 2 10 carich~1 Max I 77.2 31.0 397.9 326.4 1572.7 18.4

J 77.2 31.0 397.9 326.4 904.9 89.9

Min I -99.0 -40.7 -39.4 -304.1 0.0 -44.6

J -99.0 -40.7 -39.4 -304.1 0.0 -83.1

peso p~1 I 10.5 -2.7 319.7 33.2 1513.0 -2.8

J 10.5 -2.7 355.0 33.2 821.3 2.8

perman~1 I 15.1 -4.3 84.0 47.0 380.8 -4.3

J 15.1 -4.3 84.0 47.0 208.7 4.5

SLU Max I 141.1 31.7 1094.8 556.0 4736.8 14.5

J 141.1 31.7 1142.4 556.0 2643.4 131.9

Min I -96.8 -65.1 504.4 -295.2 2613.7 -70.5

J -96.8 -65.1 552.1 -295.2 1421.8 -101.7

210 3 5 carich~1 Max I 17.2 76.6 12.8 6.7 16.0 87.7

J 17.2 76.6 169.3 6.7 25.9 60.0

Min I -9.0 -50.7 -91.1 -7.9 -59.0 -84.8

J -9.0 -50.7 -23.3 -7.9 -87.7 -94.4

peso p~1 I 1.9 3.7 -11.7 -0.8 -4.9 7.2

J 1.9 3.7 10.8 -0.8 -3.9 -1.1

perman~1 I 2.0 5.9 -7.5 -1.1 -3.5 11.3

J 2.0 5.9 6.3 -1.1 -2.2 -2.0


SLU Max I 28.7 117.3 -9.7 6.4 9.8 145.0

J 28.7 117.3 252.5 6.4 26.5 76.6

Min I -6.5 -54.5 -150.0 -13.4 -91.6 -87.9

J -6.5 -54.5 -7.5 -13.4 -126.9 -131.9

211 2 10 carich~1 Max I 45.2 31.0 97.8 325.8 1628.0 109.9

J 45.2 31.0 97.8 325.8 2114.0 66.6

Min I -51.7 -43.0 -357.0 -286.1 -0.0 -133.0

J -51.7 -43.0 -357.0 -286.1 -0.0 -55.3

peso p~1 I 6.5 -3.3 -301.4 40.5 1532.4 -8.1

J 6.5 -3.3 -266.1 40.5 2114.1 -1.4

perman~1 I 7.6 -5.3 -76.2 59.4 408.6 -12.4

J 7.6 -5.3 -76.2 59.4 564.8 -1.5

SLU Max I 81.2 29.4 -389.1 583.7 4879.4 118.9

J 81.2 29.4 -341.5 583.7 6555.1 85.7

Min I -49.5 -70.5 -1003.2 -242.5 2681.6 -209.1

J -49.5 -70.5 -955.6 -242.5 3701.2 -78.8

212 3 5 carich~1 Max I 29.3 67.4 13.3 6.0 14.0 89.9

J 29.3 67.4 248.9 6.0 18.6 69.8

Min I -8.7 -51.8 -248.5 -8.1 -37.1 -64.2

J -8.7 -51.8 -17.2 -8.1 -28.8 -80.1

peso p~1 I 2.8 5.1 -11.8 -1.0 -5.1 11.3

J 2.8 5.1 10.6 -1.0 -3.8 -0.0

perman~1 I 3.0 8.2 -7.8 -1.4 -4.0 16.1

J 3.0 8.2 6.0 -1.4 -2.0 -2.1

SLU Max I 47.7 110.1 -9.7 4.6 6.0 160.8

J 47.7 110.1 359.4 4.6 17.0 90.9

Min I -3.5 -50.8 -363.1 -14.4 -62.9 -47.2

J -3.5 -50.8 0.1 -14.4 -47.0 -111.3

213 2 10 carich~1 Max I 84.9 28.9 89.8 327.6 1706.4 92.4

J 84.9 28.9 89.8 327.6 2285.1 57.9

Min I -92.8 -30.6 -377.3 -253.6 -0.2 -135.9

J -92.8 -30.6 -377.3 -253.6 -0.1 -81.9

peso p~1 I -5.4 -3.9 -307.8 55.6 1556.6 -16.6

J -5.4 -3.9 -272.5 55.6 2151.4 -8.7

perman~1 I -8.9 -6.4 -85.0 78.8 443.8 -22.0

J -8.9 -6.4 -85.0 78.8 618.1 -9.0

SLU Max I 93.8 24.2 -421.8 635.6 5070.8 69.3

J 93.8 24.2 -374.2 635.6 6916.4 53.0

Min I -146.1 -56.1 -1052.3 -149.1 2767.0 -238.8

J -146.1 -56.1 -1004.7 -149.1 3831.4 -135.8

214 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0


J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

215 3 5 carich~1 Max I 18.7 51.0 19.0 5.4 20.9 45.5

J 18.7 51.0 87.8 5.4 9.5 67.0

Min I -4.6 -53.4 -166.0 -7.1 -89.5 -55.0

J -4.6 -53.4 -8.3 -7.1 -57.1 -72.4

peso p~1 I 4.9 14.5 -10.8 -1.7 -6.9 21.1

J 4.9 14.5 11.6 -1.7 -7.7 -11.4

perman~1 I 5.7 16.2 -7.2 -2.2 -5.8 25.1

J 5.7 16.2 6.5 -2.2 -5.0 -11.1

SLU Max I 40.5 112.8 0.1 1.6 10.2 127.5

J 40.5 112.8 144.0 1.6 -5.2 58.5

Min I 9.0 -28.3 -249.7 -15.3 -138.9 -8.1

J 9.0 -28.3 14.2 -15.3 -95.1 -129.7

216 2 10 carich~1 Max I 141.5 27.3 94.0 272.2 2010.3 80.6

J 141.5 27.3 94.0 272.2 2578.7 38.8

Min I -197.1 -31.6 -405.4 -212.5 0.0 -138.0

J -197.1 -31.6 -405.4 -212.5 0.0 -81.2

peso p~1 I -38.3 -7.4 -320.3 52.2 1701.4 -49.0

J -38.3 -7.4 -285.1 52.2 2321.9 -33.7

perman~1 I -49.6 -5.8 -102.3 88.2 590.7 -50.1

J -49.6 -5.8 -102.3 88.2 800.5 -38.3

SLU Max I 64.9 18.2 -459.0 570.2 5896.9 -32.4

J 64.9 18.2 -411.4 570.2 7816.6 -50.7

Min I -392.2 -61.3 -1133.2 -84.1 3183.0 -327.6

J -392.2 -61.3 -1085.6 -84.1 4335.3 -212.6

217 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -247.5 0.0 -172.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -31.3 0.0 -48.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -28.7 0.0 -49.6 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -85.2 0.0 -140.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -419.4 0.0 -372.2 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

218 3 5 carich~1 Max I 8.7 47.4 3.1 5.5 4.1 69.7

J 8.7 47.4 93.6 5.5 4.3 23.8

Min I -24.0 -30.9 -150.9 -6.1 -78.0 -56.5

J -24.0 -30.9 -4.5 -6.1 -55.6 -59.4

peso p~1 I 1.2 2.4 -11.1 -0.5 -4.1 4.9

J 1.2 2.4 11.4 -0.5 -4.4 -0.5


perman~1 I 0.8 3.4 -6.5 -0.7 -2.2 6.4

J 0.8 3.4 7.3 -0.7 -3.0 -1.2

SLU Max I 14.5 72.4 -20.6 5.7 -3.2 110.3

J 14.5 72.4 152.6 5.7 -4.6 29.5

Min I -29.7 -33.3 -228.4 -10.0 -114.0 -60.0

J -29.7 -33.3 20.2 -10.0 -85.6 -82.8

220 2 10 carich~1 Max I 142.3 21.4 497.9 300.4 951.2 52.1

J 142.3 21.4 497.9 300.4 72.9 20.2

Min I -197.2 -23.2 -1.3 -279.0 0.0 -51.2

J -197.2 -23.2 -1.3 -279.0 -111.1 -15.3

peso p~1 I 15.1 -2.2 373.8 28.0 813.3 -5.5

J 15.1 -2.2 409.1 28.0 10.9 -1.0

perman~1 I 21.0 -4.2 92.8 38.7 198.0 -8.7

J 21.0 -4.2 92.8 38.7 7.7 -0.2

SLU Max I 243.8 19.7 1316.0 501.4 2679.2 49.7

J 243.8 19.7 1363.6 501.4 124.7 25.6

Min I -214.5 -40.6 642.1 -280.8 1395.0 -89.8

J -214.5 -40.6 689.7 -280.8 -123.7 -22.2

221 3 5 carich~1 Max I 14.7 79.2 9.6 8.1 11.5 79.8

J 14.7 79.2 239.7 8.1 11.6 80.4

Min I -33.6 -85.9 -205.3 -7.5 -93.0 -117.5

J -33.6 -85.9 -9.0 -7.5 -94.1 -112.9

peso p~1 I 2.1 3.8 -11.0 -0.7 -4.1 6.2

J 2.1 3.8 11.4 -0.7 -4.5 -2.3

perman~1 I 2.8 5.4 -6.6 -0.9 -2.4 9.3

J 2.8 5.4 7.2 -0.9 -3.1 -2.9

SLU Max I 27.0 120.2 -11.8 8.7 6.4 130.0

J 27.0 120.2 349.7 8.7 5.0 101.1

Min I -38.2 -102.6 -301.9 -12.4 -134.7 -136.3

J -38.2 -102.6 14.0 -12.4 -137.7 -159.8

222 2 10 carich~1 Max I 134.1 22.1 480.4 323.8 926.8 45.0

J 134.1 22.1 480.4 323.8 99.1 42.2

Min I -182.8 -37.0 -1.9 -307.3 0.0 -70.5

J -182.8 -37.0 -1.9 -307.3 -117.1 -17.1

peso p~1 I 11.9 -4.3 377.5 33.6 820.4 -8.3

J 11.9 -4.3 412.8 33.6 10.4 0.5

perman~1 I 17.6 -6.2 97.7 47.4 207.0 -12.2

J 17.6 -6.2 97.7 47.4 6.8 0.6

SLU Max I 223.6 14.7 1304.6 553.5 2669.4 31.3

J 223.6 14.7 1352.3 553.5 158.1 58.5

Min I -204.3 -65.0 653.5 -298.4 1418.1 -124.6

J -204.3 -65.0 701.2 -298.4 -133.8 -21.5

223 3 5 carich~1 Max I 28.6 98.9 5.5 7.5 7.0 113.1

J 28.6 98.9 177.8 7.5 12.0 75.4

Min I -24.3 -62.4 -71.3 -9.0 -47.5 -108.6

J -24.3 -62.4 -10.5 -9.0 -81.7 -120.8


peso p~1 I 3.7 5.2 -11.0 -0.8 -4.1 8.8

J 3.7 5.2 11.4 -0.8 -4.5 -2.8

perman~1 I 4.8 8.0 -6.6 -1.2 -2.4 13.8

J 4.8 8.0 7.2 -1.2 -3.1 -4.0

SLU Max I 50.7 152.6 -17.4 7.3 0.5 185.2

J 50.7 152.6 266.2 7.3 5.5 91.9

Min I -20.6 -65.3 -121.0 -15.0 -73.2 -114.0

J -20.6 -65.3 12.0 -15.0 -121.0 -172.9

224 2 10 carich~1 Max I 71.5 28.7 45.7 362.2 948.9 86.1

J 71.5 28.7 45.7 362.2 1652.6 53.8

Min I -100.5 -45.0 -425.4 -309.4 0.0 -100.9

J -100.5 -45.0 -425.4 -309.4 -0.0 -31.9

peso p~1 I 7.9 -4.1 -359.3 42.3 831.1 -4.1

J 7.9 -4.1 -324.0 42.3 1531.4 4.4

perman~1 I 9.8 -6.3 -90.2 61.7 222.1 -7.2

J 9.8 -6.3 -90.2 61.7 407.1 5.7

SLU Max I 121.9 23.7 -558.7 638.6 2736.1 99.8

J 121.9 23.7 -511.0 638.6 4908.9 87.0

Min I -110.2 -75.8 -1194.6 -268.2 1455.0 -152.7

J -110.2 -75.8 -1147.0 -268.2 2678.0 -28.7

225 3 5 carich~1 Max I 48.6 83.5 6.5 6.7 7.2 115.7

J 48.6 83.5 12.2 6.7 6.9 94.8

Min I -22.0 -68.8 -235.3 -9.0 -48.1 -84.6

J -22.0 -68.8 -6.7 -9.0 -10.8 -102.3

peso p~1 I 7.9 6.3 -11.1 -1.0 -4.2 13.2

J 7.9 6.3 11.3 -1.0 -4.4 -0.9

perman~1 I 8.6 10.0 -6.6 -1.5 -2.5 19.1

J 8.6 10.0 7.1 -1.5 -3.0 -3.2

SLU Max I 89.1 136.3 -16.2 5.4 0.4 202.7

J 89.1 136.3 42.5 5.4 -1.3 121.9

Min I -6.1 -69.3 -342.7 -15.9 -74.4 -67.7

J -6.1 -69.3 16.9 -15.9 -25.2 -144.2

226 2 10 carich~1 Max I 103.6 34.0 39.9 361.1 971.0 78.1

J 103.6 34.0 39.9 361.1 1725.6 41.9

Min I -127.0 -27.9 -439.2 -266.1 -0.3 -95.0

J -127.0 -27.9 -439.2 -266.1 -0.3 -53.9

peso p~1 I 4.0 -6.0 -364.5 59.8 839.7 -7.8

J 4.0 -6.0 -329.3 59.8 1550.9 4.6

perman~1 I -0.9 -9.1 -98.2 84.1 237.4 -13.4

J -0.9 -9.1 -98.2 84.1 438.8 5.2

SLU Max I 143.9 24.1 -585.6 694.5 2800.6 74.8

J 143.9 24.1 -538.0 694.5 5081.4 70.5

Min I -167.5 -59.4 -1232.5 -152.3 1489.4 -158.8

J -167.5 -59.4 -1184.8 -152.3 2751.5 -58.9

227 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0


J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 11.3 0.0 -6.3 0.0

perman~1 I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 6.9 0.0 -3.9 0.0

SLU Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

Min I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 25.5 0.0 -14.3 0.0

228 3 5 carich~1 Max I 43.4 71.0 10.2 6.2 12.5 74.3

J 43.4 71.0 108.7 6.2 4.0 85.8

Min I -11.3 -73.1 -321.2 -8.5 -77.4 -81.8

J -11.3 -73.1 -3.7 -8.5 -70.1 -86.8

peso p~1 I 26.3 20.5 -8.1 -2.2 -3.5 39.1

J 26.3 20.5 14.4 -2.2 -10.6 -6.8

perman~1 I 23.1 22.2 -4.4 -2.7 -2.2 42.0

J 23.1 22.2 9.4 -2.7 -7.8 -7.5

SLU Max I 128.7 156.8 -3.6 1.4 8.9 216.1

J 128.7 156.8 180.3 1.4 -20.5 95.4

Min I 54.9 -37.7 -451.1 -18.4 -112.4 5.4

J 54.9 -37.7 28.5 -18.4 -120.6 -137.6

229 2 10 carich~1 Max I 164.4 33.7 41.2 311.0 1184.1 82.0

J 164.4 33.7 41.2 311.0 2026.1 28.4

Min I -228.0 -26.3 -497.6 -215.3 0.0 -114.6

J -228.0 -26.3 -497.6 -215.3 0.0 -76.5

peso p~1 I -52.9 -2.5 -398.5 90.4 930.1 -42.8

J -52.9 -2.5 -363.2 90.4 1710.9 -37.6

perman~1 I -65.7 -0.1 -137.5 129.7 319.7 -39.2

J -65.7 -0.1 -137.5 129.7 601.6 -39.0

SLU Max I 51.9 42.0 -688.6 736.5 3333.7 -5.8

J 51.9 42.0 -641.0 736.5 5947.2 -71.0

Min I -477.7 -38.9 -1416.0 26.0 1735.2 -271.1

J -477.7 -38.9 -1368.4 26.0 3212.1 -212.7

230 3 5 carich~1 Max I 0.0 0.0 0.0 0.0 0.0 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -247.5 0.0 -198.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

peso p~1 I 0.0 0.0 -32.6 0.0 -52.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

perman~1 I 0.0 0.0 -29.9 0.0 -53.8 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

SLU Max I 0.0 0.0 -88.8 0.0 -151.9 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0

Min I 0.0 0.0 -423.0 0.0 -420.4 0.0

J 0.0 0.0 0.0 0.0 0.0 0.0


____________________________________________________________________________________________________


BEAM ELEMENT FORCES & MOMENTS MIN/MAX SUMMARY BY PROPERTY PRINTOUT Unit System : kN , m

____________________________________________________________________

* LENGTH : the length between two nodes

[ SECTION NAME : traverso , SECTION ID : 3 , SECTION SHAPE : T ]

[ SECTION SIZE ] H:1.7 B:2.05 tw:0.3 tf:0.3

** MAX

ELEM COM LC PT AXIAL SHEAR-y SHEAR-z TORSION MOMENT-y MOMENT-z LENGTH

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

82 AXL carich~1 1 I 334.1 43.5 325.1 25.5 902.1 48.1 2.24

105 SHY SLU 1 I 127.2 76.7 236.3 31.6 557.4 81.7 2.23

82 SHZ SLU 1 J 236.1 73.2 573.1 34.4 851.9 49.9 2.24

82 TOR SLU 1 J 236.1 73.2 573.1 34.4 851.9 49.9 2.24

82 MTY carich~1 1 I 334.1 43.5 325.1 25.5 902.1 48.1 2.24

82 MTZ SLU 1 I 236.1 73.2 365.1 34.4 801.4 82.1 2.24

** MIN


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

82 AXL SLU 1 I -549.3 -37.0 -638.6 -27.3 -1389.7 -61.2 2.24

82 SHY carich~1 1 I -247.7 -38.1 -418.4 -20.2 -721.0 -58.0 2.24

152 SHZ SLU 1 I -433.6 -9.3 -766.8 -19.7 -1070.3 -34.3 2.23

105 TOR SLU 1 I -548.2 -27.5 -650.1 -32.3 -1480.4 -45.9 2.23

105 MTY SLU 1 I -548.2 -27.5 -650.1 -32.3 -1480.4 -45.9 2.23

105 MTZ SLU 1 J -548.2 -27.5 -526.5 -32.3 -1173.1 -120.2 2.23

[ SECTION NAME : traverso testata , SECTION ID : 4 , SECTION SHAPE : L ]

[ SECTION SIZE ] H:0.8 B:1.425 tw:0.86 tf:0.3

** MAX


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

85 AXL SLU 1 I 134.2 58.9 229.3 90.5 282.1 90.0 2.24

75 SHY SLU 1 I 109.0 74.2 79.9 175.9 110.6 99.8 2.24

155 SHZ SLU 1 J -46.4 47.0 879.7 14.3 -344.8 89.9 2.23

98 TOR SLU 1 J 52.3 70.1 294.6 201.2 246.8 52.1 2.23

155 MTY SLU 1 I -46.4 47.0 660.3 14.3 493.8 118.2 2.23

155 MTZ SLU 1 I -46.4 47.0 660.3 14.3 493.8 118.2 2.23

** MIN


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

108 AXL SLU 1 J -267.8 -43.0 -92.4 -196.2 -281.2 -61.2 2.23

62 SHY SLU 1 I -63.7 -54.0 -361.5 -154.8 -170.7 -81.6 2.23

145 SHZ SLU 1 I -78.8 -11.7 -656.9 -26.6 -733.7 11.7 2.23

155 TOR SLU 1 J -115.0 -34.5 186.9 -236.2 -1174.1 2.9 2.23

155 MTY SLU 1 J -115.0 -34.5 186.9 -236.2 -1174.1 2.9 2.23

75 MTZ SLU 1 J -159.4 -32.4 -205.6 -110.2 -176.5 -92.9 2.24

[ SECTION NAME : soletta , SECTION ID : 5 , SECTION SHAPE : SB ]

[ SECTION SIZE ] H:0.2 B:2.05

** MAX



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

106 AXL SLU 1 I 189.5 74.6 -13.8 3.1 1.1 93.6 2.23

228 SHY SLU 1 I 128.7 156.8 -3.6 1.4 8.9 216.1 2.23

102 SHZ SLU 1 J 21.5 52.2 411.8 9.4 40.1 12.7 2.23

99 TOR SLU 1 J 36.4 49.1 410.3 16.1 6.9 78.0 2.23

103 MTY SLU 1 J 65.8 67.3 381.4 7.9 40.6 26.2 2.23

228 MTZ SLU 1 I 128.7 156.8 -3.6 1.4 8.9 216.1 2.23

** MIN


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

83 AXL carich~1 1 I -134.2 -46.4 -200.2 -3.2 -93.0 -58.5 2.24

221 SHY SLU 1 I -38.2 -102.6 -301.9 -12.4 -134.7 -136.3 2.23

228 SHZ SLU 1 I 54.9 -37.7 -451.1 -18.4 -112.4 5.4 2.23

228 TOR SLU 1 I 54.9 -37.7 -451.1 -18.4 -112.4 5.4 2.23

230 MTY SLU 1 I 0.0 0.0 -423.0 0.0 -420.4 0.0 3.24

223 MTZ SLU 1 J -20.6 -65.3 12.0 -15.0 -121.0 -172.9 2.24

[ SECTION NAME : UAU140 , SECTION ID : 10 ]

** MAX


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

15 AXL SLU 1 I 357.1 22.0 1118.2 372.9 2388.3 42.2 2.05

163 SHY SLU 1 I 74.9 199.9 262.1 215.9 10238.8 407.3 2.05

157 SHZ SLU 1 J 11.7 -15.8 1447.7 -3.4 64.7 122.8 2.05

166 TOR SLU 1 I 49.8 115.0 -912.9 846.9 112.2 108.1 2.05

165 MTY SLU 1 J 71.9 -38.9 159.4 216.6 10322.3 73.7 2.05

164 MTZ SLU 1 J 79.1 -64.1 354.9 135.0 10242.3 449.2 2.05

** MIN


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

166 AXL SLU 1 J -624.9 46.4 -1695.2 120.5 1774.7 -177.6 2.05

164 SHY SLU 1 I -183.6 -234.8 -287.3 -377.0 5974.3 -195.6 2.05

166 SHZ SLU 1 I -624.9 46.4 -1742.8 120.5 -209.5 15.1 2.05

110 TOR SLU 1 J -13.0 -26.4 735.8 -641.4 -68.8 -63.2 2.05

166 MTY SLU 1 I -624.9 46.4 -1742.8 120.5 -209.5 15.1 2.05

216 MTZ SLU 1 I -392.2 -61.3 -1133.2 -84.1 3183.0 -327.6 2.05

REACTION FORCES & MOMENTS DEFAULT PRINTOUT. Unit System : kN , m

_____________________________________________

Node LC FX FY FZ MX MY MZ

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

1 carich~1 Max 0.0 0.0 703.0 0.0 0.0 0.0

Min 0.0 0.0 -114.9 0.0 0.0 0.0

peso p~1 0.0 0.0 448.4 0.0 0.0 0.0

perman~1 0.0 0.0 75.6 0.0 0.0 0.0

SLU Max 0.0 0.0 1667.9 0.0 0.0 0.0

Min 0.0 0.0 563.7 0.0 0.0 0.0


2 carich~1 Max 208.7 0.0 437.2 0.0 0.0 0.0

Min -188.1 0.0 -116.4 0.0 0.0 0.0

peso p~1 18.3 0.0 448.2 0.0 0.0 0.0

perman~1 25.0 0.0 75.4 0.0 0.0 0.0

SLU Max 343.9 0.0 1308.4 0.0 0.0 0.0

Min -191.8 0.0 561.0 0.0 0.0 0.0

3 carich~1 Max 0.0 0.0 583.0 0.0 0.0 0.0

Min 0.0 0.0 -7.1 0.0 0.0 0.0

peso p~1 0.0 0.0 462.5 0.0 0.0 0.0

perman~1 0.0 0.0 102.6 0.0 0.0 0.0

SLU Max 0.0 0.0 1565.3 0.0 0.0 0.0

Min 0.0 0.0 768.6 0.0 0.0 0.0

4 carich~1 Max 161.0 0.0 654.8 0.0 0.0 0.0

Min -252.0 0.0 -1.1 0.0 0.0 0.0

peso p~1 15.7 0.0 461.1 0.0 0.0 0.0

perman~1 21.9 0.0 100.4 0.0 0.0 0.0

SLU Max 271.5 0.0 1657.0 0.0 0.0 0.0

Min -286.1 0.0 771.6 0.0 0.0 0.0

5 carich~1 Max 0.0 173.2 620.7 0.0 0.0 0.0

Min 0.0 -104.1 -15.7 0.0 0.0 0.0

peso p~1 0.0 1.6 465.4 0.0 0.0 0.0

perman~1 0.0 -2.1 100.5 0.0 0.0 0.0

SLU Max 0.0 232.7 1617.1 0.0 0.0 0.0

Min 0.0 -141.7 757.8 0.0 0.0 0.0

6 carich~1 Max 175.3 85.0 612.0 0.0 0.0 0.0

Min -236.9 -114.5 -4.6 0.0 0.0 0.0

peso p~1 12.0 -4.5 465.1 0.0 0.0 0.0

perman~1 18.1 -13.5 99.0 0.0 0.0 0.0

SLU Max 280.0 88.4 1602.5 0.0 0.0 0.0

Min -276.5 -180.9 770.1 0.0 0.0 0.0

7 carich~1 Max 0.0 93.3 597.6 0.0 0.0 0.0

Min 0.0 -91.1 0.0 0.0 0.0 0.0

peso p~1 0.0 18.7 473.9 0.0 0.0 0.0

perman~1 0.0 19.8 113.2 0.0 0.0 0.0

SLU Max 0.0 180.9 1616.3 0.0 0.0 0.0

Min 0.0 -68.0 809.5 0.0 0.0 0.0

8 carich~1 Max 136.5 99.9 608.9 0.0 0.0 0.0

Min -223.8 -123.7 -8.5 0.0 0.0 0.0

peso p~1 7.6 25.4 479.1 0.0 0.0 0.0

perman~1 10.4 13.3 115.1 0.0 0.0 0.0

SLU Max 210.1 189.0 1641.5 0.0 0.0 0.0

Min -276.3 -112.9 808.0 0.0 0.0 0.0


9 carich~1 Max 0.0 63.0 626.6 0.0 0.0 0.0

Min 0.0 -150.2 -13.4 0.0 0.0 0.0

peso p~1 0.0 -2.1 416.1 0.0 0.0 0.0

perman~1 0.0 6.1 54.0 0.0 0.0 0.0

SLU Max 0.0 91.4 1488.5 0.0 0.0 0.0

Min 0.0 -196.5 624.6 0.0 0.0 0.0

10 carich~1 Max 152.4 115.8 575.6 0.0 0.0 0.0

Min -233.1 -141.4 -36.1 0.0 0.0 0.0

peso p~1 27.7 -39.0 341.1 0.0 0.0 0.0

perman~1 17.9 -23.6 18.1 0.0 0.0 0.0

SLU Max 270.0 68.3 1264.7 0.0 0.0 0.0

Min -250.5 -279.0 438.8 0.0 0.0 0.0

11 carich~1 Max 0.0 0.0 538.0 0.0 0.0 0.0

Min 0.0 0.0 -108.8 0.0 0.0 0.0

peso p~1 0.0 0.0 591.9 0.0 0.0 0.0

perman~1 0.0 0.0 264.9 0.0 0.0 0.0

SLU Max 0.0 0.0 1922.8 0.0 0.0 0.0

Min 0.0 0.0 1049.6 0.0 0.0 0.0

12 carich~1 Max 219.8 0.0 931.9 0.0 0.0 0.0

Min -299.4 0.0 -111.6 0.0 0.0 0.0

peso p~1 -81.3 0.0 720.8 0.0 0.0 0.0

perman~1 -93.3 0.0 312.4 0.0 0.0 0.0

SLU Max 47.1 0.0 2699.8 0.0 0.0 0.0

Min -653.9 0.0 1291.1 0.0 0.0 0.0

SUMMATION OF REACTION FORCES

______________________________

LC SUM-FX SUM-FY SUM-FZ

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

peso p~1 -0.0 0.0 5773.5

perman~1 0.0 0.0 1431.2

____________________________________________________________________________________________________

I. Indice - Ufficio Territoriale Portuale di Salerno · Ligea – Raddoppio Viadotto Gatto –...

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