Valorizzazione del patrimonio culturale ed ambientale ... · Ing. Arch. Maira Passarella Geom....
35
Valorizzazione del patrimonio culturale ed ambientale delle Valli di Comacchio INTERVENTI DI RISTRUTTURAZIONE E ADEGUAMENTO STAZIONI E RESTAURO CONSERVATIVO CASONI PROGETTO ESECUTIVO SINDACO Marco Fabbri GRUPPO DI LAVORO MEZZADRINGEGNERIA s.r.l. (Ing. Denis zanetti, Ing. Arch. Valeria Virgili) Ing. Giuliano Mezzadri Studio Associato Sergio Ghetti-Sandro Formignani INVER s.r.l. (Ing. Mario Medici, Ing. Remigio Lucchini) Arch. Francesco Vazzano Arch. Sergio Fortini Arch. Elisa Uccellatori Ing. Arch. Maira Passarella Geom. Emanuele Stevanin SEGRETARIO COMUNALE Daniela Ori R.U.P. Arch. Claudio Fedozzi ELABORATO TESTUALE: CALCOLI DELLE STRUTTURE DATA: 25 MAGGIO 2018 CODICE: 03
Transcript of Valorizzazione del patrimonio culturale ed ambientale ... · Ing. Arch. Maira Passarella Geom....
Valorizzazione del patrimonio culturale ed ambientale delle Valli di Comacchio
INTERVENTI DI RISTRUTTURAZIONE E ADEGUAMENTO STAZIONI E RESTAURO CONSERVATIVO CASONI
PROGETTO ESECUTIVO
SINDACO Marco Fabbri
GRUPPO DI LAVORO MEZZADRINGEGNERIA s.r.l. (Ing. Denis zanetti, Ing. Arch. Valeria Virgili) Ing. Giuliano Mezzadri Studio Associato Sergio Ghetti-Sandro Formignani INVER s.r.l. (Ing. Mario Medici, Ing. Remigio Lucchini)
Arch. Francesco Vazzano Arch. Sergio Fortini Arch. Elisa Uccellatori Ing. Arch. Maira Passarella Geom. Emanuele Stevanin
SEGRETARIO COMUNALE Daniela Ori
R.U.P. Arch. Claudio Fedozzi
ELABORATO TESTUALE: CALCOLI DELLE STRUTTURE
DATA: 25 MAGGIO 2018
CODICE: 03
1
PREMESSA
La presente relazione di calcolo riguarda gli interventi strutturali da eseguirsi sul
fabbricato denominato VIGILANZA FOCE, sito a Comacchio, nell’ambito degli
interventi previsti su stazioni e casoni.
In particolare di seguito verranno riportati i tabulati di calcolo relativi al progetto della
NUOVA SCALA ESTERNA IN ACCIAIO.
Per i calcoli degli altri interventi minori si rimanda alla relazione specialistica relativo al
progetto esecutivo.
midas Gen PROJECT TITLE :
Company
Author
Client
File Name
MODEL DATA PROFILE
MATTEO VINCENZI 7217 Scala_VigilanzaFoce_pr01.mdl
*** PROJECT INFORMATION
Project Name : Date : 2018/5/31
*** CONTROL DATA
Panel Zone Effect : Do not Calculate Unit System : KN, M Definition of Frame - X Direction of Frame : Braced I Non-sway - Y Direction of Frame : Braced I Non-sway - Design Type : 3-D Design Code - Steel : Eurocode3:05 - Concrete : Eurocode2:04 - SRC : SSRC79
*** LOAD CASE DATA
NO NAME TYPE SELF WEIGHT FACTOR DESCRIPTION X Y Z -------- -------------------- ---------- ------ ------ ------ ----------------------------------- 1 PP D 0.000 0.000 -1.000 2 G2k D 0.000 0.000 0.000 3 Qk L 0.000 0.000 0.000
*** MATERIAL PROPERTY DATA
NO NAME TYPE MODULUS OF SHEAR THERMAL POISSON WEIGHT ELASTICITY MODULUS COEFF. RATIO DENSITY -------- -------------------- ------- ------ ---------- ---------- ---------- ---------- ---------- 1 S275 STEEL 2.1e+008 8.077e+007 6.667e-006 0.3 76.98 2 Fittizio USER 1 0.5 0 0 0
NO NAME TYPE STRENGTH OF DESIGN MATERIAL STEEL CONCRETE MAIN REBAR SUB REBAR -------- -------------------- ------- ------------ ------------ ------------ ------------ 1 S275 STEEL 2.75e+005 - - -
*** NODE DATA
NO X Y Z TEMPERATURE -------- ------------ ------------ ------------ ------------ 1 5.25 2.75 0 0 2 0 2.75 0 0 3 0 0 0 0 4 5.25 0 0 0 5 5.25 2.75 1.8 0 6 5.25 0 1.8 0 7 0 2.75 3.5 0 8 0 0 3.5 0 9 5.25 2.75 4.86 0 10 5.25 0 4.86 0
- 1 / 7 -
Print Date/Time : 05/31/2018 20:09 Modeling, Integrated Design & Analysis Software http://www.MidasUser.com Gen 2018
midas Gen PROJECT TITLE :
Company
Author
Client
File Name
MODEL DATA PROFILE
MATTEO VINCENZI 7217 Scala_VigilanzaFoce_pr01.mdl
11 0 2.75 6.06 0 12 0 0 6.06 0 13 5.25 2.75 7.59 0 14 5.25 0 7.59 0 15 0 2.75 9.12 0 16 0 0 9.12 0 17 0 2.75 11.72 0 18 0 0 11.72 0 19 5.25 2.75 11.72 0 20 5.25 0 11.72 0 21 5.25 1.25 1.8 0 22 0 1.25 3.5 0 23 5.25 1.25 4.86 0 24 0 1.25 6.06 0 25 5.25 1.25 7.59 0 29 5.25 0.25 1.8 0 30 0 0.25 3.5 0 31 5.25 0.25 4.86 0 32 0 0.25 6.06 0 33 5.25 0.25 7.59 0 35 1.55 1.25 0 0 36 1.55 0.25 0 0 37 5.25 1.25 1.92 0 38 0 1.25 3.62 0 39 5.25 1.25 4.98 0 40 0 1.25 6.18 0 41 5.25 1.25 7.71 0 43 5.25 0.25 1.92 0 44 0 0.25 3.62 0 45 5.25 0.25 4.98 0 46 0 0.25 6.18 0 47 5.25 0.25 7.71 0 49 1.55 1.25 0.62 0 50 1.55 0.25 0.62 0 51 1.55 1.25 3.62 0 52 1.55 1.25 6.18 0 54 1.55 0.25 3.62 0 55 1.55 0.25 6.18 0 57 3.7 1.25 1.92 0 58 3.7 1.25 4.98 0 59 3.7 1.25 7.71 0 60 3.7 0.25 1.92 0 61 3.7 0.25 4.98 0 62 3.7 0.25 7.71 0 63 5.25 1.5 1.8 0 64 0 1.5 3.5 0 65 5.25 1.5 4.86 0 66 0 1.5 6.06 0 67 5.25 1.5 7.59 0 68 0 1.5 9.12 0 70 5.25 1.5 1.92 0 71 0 1.5 3.62 0 72 5.25 1.5 4.98 0 73 0 1.5 6.18 0 74 5.25 1.5 7.71 0 75 0 1.5 9.24 0 79 1.55 1.5 9.24 0 80 3.7 1.5 1.92 0 81 3.7 1.5 4.98 0 82 3.7 1.5 7.71 0 83 5.25 2.5 1.8 0 84 0 2.5 3.5 0 85 5.25 2.5 4.86 0 86 0 2.5 6.06 0 87 5.25 2.5 7.59 0 88 0 2.5 9.12 0 90 5.25 2.5 1.92 0 91 0 2.5 3.62 0 92 5.25 2.5 4.98 0
- 2 / 7 -
Print Date/Time : 05/31/2018 20:09 Modeling, Integrated Design & Analysis Software http://www.MidasUser.com Gen 2018
midas Gen PROJECT TITLE :
Company
Author
Client
File Name
MODEL DATA PROFILE
MATTEO VINCENZI 7217 Scala_VigilanzaFoce_pr01.mdl
93 0 2.5 6.18 0 94 5.25 2.5 7.71 0 95 0 2.5 9.24 0 99 1.55 2.5 9.24 0 100 3.7 2.5 1.92 0 101 3.7 2.5 4.98 0 102 3.7 2.5 7.71 0 103 5.25 0.125 4.86 0 104 5.25 2.75 3.5 0 105 5.25 0 3.5 0 106 5.25 2.75 6.06 0 107 5.25 0 6.06 0 108 5.25 2.75 9.12 0 109 5.25 0 9.12 0 110 1.55 1.5 3.62 0 111 1.55 2.5 3.62 0 112 1.55 1.5 6.18 0 113 1.55 2.5 6.18 0
*** SUPPORT / SPECIFIED DISPLACEMENT / POINT SPRING SUPPORT
** SUPPORT / SPECIFIED DISPLACEMENT
NODE SUPPORT SPECIFIED DISPLACEMENT DDDRRR Dx Dy Dz Rx Ry Rz -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- 1 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 4 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 35 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 36 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*** SECTION PROPERTY DATA
NO NAME SHAPE H B tw tf1 r1 ------ ---------- ------ -------- -------- -------- -------- -------- 1 HEB240 H 0.24 0.24 0.01 0.017 0.021 2 HEA140 H 0.133 0.14 0.0055 0.0085 0.012 3 UPN240 C 0.24 0.085 0.0095 0.013 0.013 4 Fittizio SB 0.05 0.05 0 0 0 5 IPE200 H 0.2 0.1 0.0056 0.0085 0.012
NO NAME STIFFNESS SCALE FACTOR A Asy Asz Ix Iy Iz W Boundary Group ------ ---------- ----- ----- ----- ----- ----- ----- ----- ---------------- 1 HEB240 2 HEA140 3 UPN240 4 Fittizio 5 IPE200
NO NAME AREA MOMENT OF INERTIA SHAPE FACTOR [SRC:EQIV.] Ix Iy Iz k-Y k-Z ------ ---------- ------------ ------------ ------------ ------------ ---------- ---------- 1 HEB240 0.0106 8.604e-007 0.0001126 3.92e-005 0.6415 0.2264 2 HEA140 0.00314 6.422e-008 1.03e-005 3.89e-006 0.6316 0.233 3 UPN240 0.00423 1.824e-007 3.6e-005 2.48e-006 0.4354 0.539 4 Fittizio 0.0025 8.789e-007 5.208e-007 5.208e-007 0.8333 0.8333 5 IPE200 0.00285 5.215e-008 1.943e-005 1.42e-006 0.4971 0.393
NO NAME SECTION MODULUS Sy SECTION MODULUS Sz
- 3 / 7 -
Print Date/Time : 05/31/2018 20:09 Modeling, Integrated Design & Analysis Software http://www.MidasUser.com Gen 2018
midas Gen PROJECT TITLE :
Company
Author
Client
File Name
MODEL DATA PROFILE
MATTEO VINCENZI 7217 Scala_VigilanzaFoce_pr01.mdl
I or CONC. J or STEEL I or CONC. J or STEEL ------ ---------- ------------ ------------ ------------ ------------ 1 HEB240 0.000938 0.000938 0.000327 0.000327 2 HEA140 0.000155 0.000155 5.56e-005 5.56e-005 3 UPN240 0.0003 0.0003 3.96e-005 3.96e-005 4 Fittizio 2.083e-005 2.083e-005 2.083e-005 2.083e-005 5 IPE200 0.000194 0.000194 2.85e-005 2.85e-005
*** BEAM MEMBER DATA
NO NODAL CONNECTIVITY BEAM END RELEASE MATERIAL SECTION LENGTH I J I J -------- --------- -------- -------- -------- --------------- --------------- ---------- 1 3 8 - - S275 HEB240 3.5 2 8 12 - - S275 HEB240 2.56 3 12 16 - - S275 HEB240 3.06 4 16 18 - - S275 HEB240 2.6 5 4 6 - - S275 HEB240 1.8 6 6 105 - - S275 HEB240 1.7 7 10 107 - - S275 HEB240 1.2 8 14 109 - - S275 HEB240 1.53 9 2 7 - - S275 HEB240 3.5 10 7 11 - - S275 HEB240 2.56 11 11 15 - - S275 HEB240 3.06 12 15 17 - - S275 HEB240 2.6 13 1 5 - - S275 HEB240 1.8 14 5 104 - - S275 HEB240 1.7 15 9 106 - - S275 HEB240 1.2 16 13 108 - - S275 HEB240 1.53 17 6 29 - - S275 HEA140 0.25 18 29 21 - - S275 HEA140 1 19 21 63 - - S275 HEA140 0.25 20 8 30 - - S275 HEA140 0.25 21 30 22 - - S275 HEA140 1 22 22 64 - - S275 HEA140 0.25 23 10 31 - - S275 HEA140 0.25 24 31 23 - - S275 HEA140 1 25 23 65 - - S275 HEA140 0.25 26 12 32 - - S275 HEA140 0.25 27 32 24 - - S275 HEA140 1 28 24 66 - - S275 HEA140 0.25 29 14 33 - - S275 HEA140 0.25 30 33 25 - - S275 HEA140 1 31 25 67 - - S275 HEA140 0.25 32 16 68 - - S275 HEA140 1.5 41 18 20 000011 000011 S275 HEA140 5.25 42 17 19 000011 000011 S275 HEA140 5.25 43 20 19 - - S275 HEA140 2.75 44 18 17 - - S275 HEA140 2.75 45 36 50 - - S275 UPN240 0.62 46 50 60 - - S275 UPN240 2.512 47 60 43 - - S275 UPN240 1.55 48 35 49 - - S275 UPN240 0.62 49 49 57 - - S275 UPN240 2.512 50 57 37 - - S275 UPN240 1.55 51 63 83 - - S275 HEA140 1 52 64 84 - - S275 HEA140 1 53 65 85 - - S275 HEA140 1 54 66 86 - - S275 HEA140 1 55 67 87 - - S275 HEA140 1 56 68 88 - - S275 HEA140 1 57 83 5 - - S275 HEA140 0.25 58 84 7 - - S275 HEA140 0.25 59 85 9 - - S275 HEA140 0.25 60 86 11 - - S275 HEA140 0.25 61 87 13 - - S275 HEA140 0.25 62 88 15 - - S275 HEA140 0.25 63 70 80 - - S275 UPN240 1.55
- 4 / 7 -
Print Date/Time : 05/31/2018 20:09 Modeling, Integrated Design & Analysis Software http://www.MidasUser.com Gen 2018
midas Gen PROJECT TITLE :
Company
Author
Client
File Name
MODEL DATA PROFILE
MATTEO VINCENZI 7217 Scala_VigilanzaFoce_pr01.mdl
65 90 100 - - S275 UPN240 1.55 67 38 51 - - S275 UPN240 1.55 68 51 58 - - S275 UPN240 2.544 69 58 39 - - S275 UPN240 1.55 70 44 54 - - S275 UPN240 1.55 71 54 61 - - S275 UPN240 2.544 72 61 45 - - S275 UPN240 1.55 73 72 81 - - S275 UPN240 1.55 75 92 101 - - S275 UPN240 1.55 77 46 55 - - S275 UPN240 1.55 78 55 62 - - S275 UPN240 2.639 79 62 47 - - S275 UPN240 1.55 80 40 52 - - S275 UPN240 1.55 81 52 59 - - S275 UPN240 2.639 82 59 41 - - S275 UPN240 1.55 83 74 82 - - S275 UPN240 1.55 85 94 102 - - S275 UPN240 1.55 86 82 79 - - S275 UPN240 2.639 87 79 75 - - S275 UPN240 1.55 88 102 99 - - S275 UPN240 2.639 89 99 95 - - S275 UPN240 1.55 90 104 9 - - S275 HEB240 1.36 91 105 10 - - S275 HEB240 1.36 92 106 13 - - S275 HEB240 1.53 93 107 14 - - S275 HEB240 1.53 94 108 19 - - S275 HEB240 2.6 95 109 20 - - S275 HEB240 2.6 96 8 105 000011 000011 S275 IPE200 5.25 97 7 104 000011 000011 S275 IPE200 5.25 98 105 104 - - S275 HEA140 2.75 99 12 107 000011 000011 S275 IPE200 5.25 100 11 106 000011 000011 S275 IPE200 5.25 101 107 106 - - S275 HEA140 2.75 102 16 109 000011 000011 S275 IPE200 5.25 103 15 108 000011 000011 S275 IPE200 5.25 104 109 108 - - S275 HEA140 2.75 105 50 49 - - Fittizio Fittizio 1 106 43 37 - - Fittizio Fittizio 1 108 70 90 - - Fittizio Fittizio 1 109 44 38 - - Fittizio Fittizio 1 110 71 91 - - Fittizio Fittizio 1 111 45 39 - - Fittizio Fittizio 1 112 72 92 - - Fittizio Fittizio 1 113 46 40 - - Fittizio Fittizio 1 114 73 93 - - Fittizio Fittizio 1 115 47 41 - - Fittizio Fittizio 1 116 74 94 - - Fittizio Fittizio 1 117 75 95 - - Fittizio Fittizio 1 118 60 57 - - Fittizio Fittizio 1 119 80 100 - - Fittizio Fittizio 1 120 54 51 - - Fittizio Fittizio 1 121 61 58 - - Fittizio Fittizio 1 122 81 101 - - Fittizio Fittizio 1 123 55 52 - - Fittizio Fittizio 1 124 62 59 - - Fittizio Fittizio 1 125 82 102 - - Fittizio Fittizio 1 126 79 99 - - Fittizio Fittizio 1 127 110 111 - - Fittizio Fittizio 1 128 112 113 - - Fittizio Fittizio 1 129 80 110 - - S275 UPN240 2.741 130 110 71 - - S275 UPN240 1.55 131 100 111 - - S275 UPN240 2.741 132 111 91 - - S275 UPN240 1.55 133 81 112 - - S275 UPN240 2.462 134 112 73 - - S275 UPN240 1.55 135 101 113 - - S275 UPN240 2.462 136 113 93 - - S275 UPN240 1.55
- 5 / 7 -
Print Date/Time : 05/31/2018 20:09 Modeling, Integrated Design & Analysis Software http://www.MidasUser.com Gen 2018
midas Gen PROJECT TITLE :
Company
Author
Client
File Name
MODEL DATA PROFILE
MATTEO VINCENZI 7217 Scala_VigilanzaFoce_pr01.mdl
*** TOTAL WEIGHT / VOLUME / SURFACE AREA SUMMARY
SECTION SECION SURFACE AREA VOLUME WEIGHT FRAME TRUSS NO NAME NUMBER NUMBER -------- --------------- --------------- --------------- --------------- -------- -------- 1 HEB240 66.57 0.4969 38.25 22 0 2 HEA140 33.21 0.128 9.85 35 0 3 UPN240 53.2 0.2809 21.63 36 0 4 Fittizio 4.6 0.0575 0 23 0 5 IPE200 24.85 0.08978 6.911 6 0
*** LOAD DATA
; Self Weight, Nodal Load, Specified Displacement, Beam Load, Floor Load, Finishing Material Loa
d, System Temperature, Nodal Temperature, Element Temperature, Beam Section Temperature, Wind Load, Static Seismic Load, Time History Analysis Data
** FLOOR LOAD TYPE DATA
NAME LOADCASE LOAD SUB-BEAM NAME WEIGHT --------------- --------------- ------------ -------------------- FL01 G2k -0.8 Do not consider Qk -4.8 Do not consider
** FLOOR LOAD DATA
LOAD TYPE DISTRIBUTION DIR. PROJ SUB-BEAM NODE LIST NUMBER ANGLE UNIT-W ---------- ------------------ ------ ------ ------ ------ ------ ------------------------- FL01 One Way GZ NO 0 0 0 62 59 52 55 FL01 One Way GZ NO 0 0 0 61 58 51 54 FL01 One Way GZ NO 0 0 0 43 37 57 60 FL01 One Way GZ NO 0 0 0 47 41 59 62 FL01 One Way GZ NO 0 0 0 45 39 58 61 FL01 One Way GZ NO 0 0 0 60 57 49 50 FL01 One Way GZ NO 0 0 0 74 94 102 82 FL01 One Way GZ NO 0 0 0 72 92 101 81 FL01 One Way GZ NO 0 0 0 70 90 100 80 FL01 One Way GZ NO 0 0 0 82 102 99 79 FL01 One Way GZ NO 0 0 0 81 101 113 112 FL01 One Way GZ NO 0 0 0 80 100 111 110 FL01 One Way GZ NO 0 0 0 79 99 95 75 FL01 One Way GZ NO 0 0 0 112 113 93 73 FL01 One Way GZ NO 0 0 0 110 111 91 71 FL01 One Way GZ NO 0 0 0 55 52 40 46 FL01 One Way GZ NO 0 0 0 54 51 38 44
[ LOAD CASE : PP ]
** SELF WEIGHT DATA
; X=0, Y=0, Z=-1
*** RESPONSE SPECTRUM FUNCTION DATA
NAME FUNCTION SCALE GRAVITY DATA TYPE ---------- --------------- ------ -------- -------------------------------------------------- SLV Normalized Acc. 1 9.806 0:0.2 0.224:0.517 0.671:0.517 0.736:0.471 0.801:0.433
- 6 / 7 -
Print Date/Time : 05/31/2018 20:09 Modeling, Integrated Design & Analysis Software http://www.MidasUser.com Gen 2018
midas Gen PROJECT TITLE :
Company
Author
Client
File Name
MODEL DATA PROFILE
MATTEO VINCENZI 7217 Scala_VigilanzaFoce_pr01.mdl
SLD Normalized Acc. 1 9.806 0:0.078 0.22:0.198 0.661:0.198 0.714:0.183 0.767:0.17
*** RESPONSE SPECTRUM LOAD CASE DATA
NAME FUNCTION DIR. ANGLE SCALE PERIOD ACCIDENTAL NAME FACTOR ECCENTRICITY --------------- --------------- ------ -------- -------- -------- --------------- EXV SLV X-Y 0 1 1 - EYV SLV X-Y 90 1 1 - EXD SLD X-Y 0 1 1 - EYD SLD X-Y 90 1 1 -
*** LOAD COMBINATION DATA
** STEEL DESIGN NO NAME TYPE ACTIVE DESCRIPTION -------- ---------- ---------- ---------- --------------------------------------------- 1 SLU Add ACTIVE 2 sLCB2 Add ACTIVE 3 sLCB3 Add ACTIVE 4 sLCB4 Add ACTIVE 5 sLCB5 Add ACTIVE 6 sLCB6 Add ACTIVE 7 sLCB7 Add ACTIVE 8 sLCB8 Add ACTIVE 9 sLCB9 Add ACTIVE 10 SLV Envelope ACTIVE 11 sLCB10 Add SERVICE 12 sLCB11 Add SERVICE 13 sLCB12 Add SERVICE 14 sLCB13 Add SERVICE 15 sLCB14 Add SERVICE 16 sLCB15 Add SERVICE 17 sLCB16 Add SERVICE 18 sLCB17 Add SERVICE 19 SLD Envelope SERVICE 20 SLE01 Add SERVICE 21 SLE02 Add SERVICE 22 SLE03 Add SERVICE
- 7 / 7 -
Print Date/Time : 05/31/2018 20:09 Modeling, Integrated Design & Analysis Software http://www.MidasUser.com Gen 2018
< Beam >
*** BEAM MEMBER DATA
NO NODAL CONNECTIVITY BEAM END RELEASE MATERIAL SECTION LENGTH
I J I J
-------- --------- -------- -------- -------- --------------- --------------- ----------
1 3 8 - - S275 HEB240 3.5
2 8 12 - - S275 HEB240 2.56
3 12 16 - - S275 HEB240 3.06
4 16 18 - - S275 HEB240 2.6
5 4 6 - - S275 HEB240 1.8
6 6 105 - - S275 HEB240 1.7
7 10 107 - - S275 HEB240 1.2
8 14 109 - - S275 HEB240 1.53
9 2 7 - - S275 HEB240 3.5
10 7 11 - - S275 HEB240 2.56
11 11 15 - - S275 HEB240 3.06
12 15 17 - - S275 HEB240 2.6
13 1 5 - - S275 HEB240 1.8
14 5 104 - - S275 HEB240 1.7
15 9 106 - - S275 HEB240 1.2
16 13 108 - - S275 HEB240 1.53
17 6 29 - - S275 HEA140 0.25
18 29 21 - - S275 HEA140 1
19 21 63 - - S275 HEA140 0.25
20 8 30 - - S275 HEA140 0.25
21 30 22 - - S275 HEA140 1
22 22 64 - - S275 HEA140 0.25
23 10 31 - - S275 HEA140 0.25
24 31 23 - - S275 HEA140 1
25 23 65 - - S275 HEA140 0.25
26 12 32 - - S275 HEA140 0.25
27 32 24 - - S275 HEA140 1
28 24 66 - - S275 HEA140 0.25
29 14 33 - - S275 HEA140 0.25
30 33 25 - - S275 HEA140 1
31 25 67 - - S275 HEA140 0.25
32 16 68 - - S275 HEA140 1.5
41 18 20 000011 000011 S275 HEA140 5.25
42 17 19 000011 000011 S275 HEA140 5.25
43 20 19 - - S275 HEA140 2.75
44 18 17 - - S275 HEA140 2.75
45 36 50 - - S275 UPN240 0.62
46 50 60 - - S275 UPN240 2.512
47 60 43 - - S275 UPN240 1.55
48 35 49 - - S275 UPN240 0.62
49 49 57 - - S275 UPN240 2.512
50 57 37 - - S275 UPN240 1.55
51 63 83 - - S275 HEA140 1
52 64 84 - - S275 HEA140 1
53 65 85 - - S275 HEA140 1
54 66 86 - - S275 HEA140 1
55 67 87 - - S275 HEA140 1
56 68 88 - - S275 HEA140 1
57 83 5 - - S275 HEA140 0.25
58 84 7 - - S275 HEA140 0.25
59 85 9 - - S275 HEA140 0.25
60 86 11 - - S275 HEA140 0.25
61 87 13 - - S275 HEA140 0.25
62 88 15 - - S275 HEA140 0.25
63 70 80 - - S275 UPN240 1.55
65 90 100 - - S275 UPN240 1.55
67 38 51 - - S275 UPN240 1.55
68 51 58 - - S275 UPN240 2.544
69 58 39 - - S275 UPN240 1.55
70 44 54 - - S275 UPN240 1.55
71 54 61 - - S275 UPN240 2.544
72 61 45 - - S275 UPN240 1.55
73 72 81 - - S275 UPN240 1.55
75 92 101 - - S275 UPN240 1.55
77 46 55 - - S275 UPN240 1.55
78 55 62 - - S275 UPN240 2.639
79 62 47 - - S275 UPN240 1.55
80 40 52 - - S275 UPN240 1.55
81 52 59 - - S275 UPN240 2.639
82 59 41 - - S275 UPN240 1.55
83 74 82 - - S275 UPN240 1.55
85 94 102 - - S275 UPN240 1.55
86 82 79 - - S275 UPN240 2.639
87 79 75 - - S275 UPN240 1.55
88 102 99 - - S275 UPN240 2.639
89 99 95 - - S275 UPN240 1.55
90 104 9 - - S275 HEB240 1.36
91 105 10 - - S275 HEB240 1.36
92 106 13 - - S275 HEB240 1.53
93 107 14 - - S275 HEB240 1.53
94 108 19 - - S275 HEB240 2.6
95 109 20 - - S275 HEB240 2.6
96 8 105 000011 000011 S275 IPE200 5.25
97 7 104 000011 000011 S275 IPE200 5.25
98 105 104 - - S275 HEA140 2.75
99 12 107 000011 000011 S275 IPE200 5.25
100 11 106 000011 000011 S275 IPE200 5.25
101 107 106 - - S275 HEA140 2.75
102 16 109 000011 000011 S275 IPE200 5.25
103 15 108 000011 000011 S275 IPE200 5.25
104 109 108 - - S275 HEA140 2.75
105 50 49 - - Fittizio Fittizio 1
106 43 37 - - Fittizio Fittizio 1
108 70 90 - - Fittizio Fittizio 1
109 44 38 - - Fittizio Fittizio 1
110 71 91 - - Fittizio Fittizio 1
111 45 39 - - Fittizio Fittizio 1
112 72 92 - - Fittizio Fittizio 1
113 46 40 - - Fittizio Fittizio 1
114 73 93 - - Fittizio Fittizio 1
115 47 41 - - Fittizio Fittizio 1
116 74 94 - - Fittizio Fittizio 1
117 75 95 - - Fittizio Fittizio 1
118 60 57 - - Fittizio Fittizio 1
119 80 100 - - Fittizio Fittizio 1
120 54 51 - - Fittizio Fittizio 1
121 61 58 - - Fittizio Fittizio 1
122 81 101 - - Fittizio Fittizio 1
123 55 52 - - Fittizio Fittizio 1
124 62 59 - - Fittizio Fittizio 1
125 82 102 - - Fittizio Fittizio 1
126 79 99 - - Fittizio Fittizio 1
127 110 111 - - Fittizio Fittizio 1
128 112 113 - - Fittizio Fittizio 1
129 80 110 - - S275 UPN240 2.741
130 110 71 - - S275 UPN240 1.55
131 100 111 - - S275 UPN240 2.741
132 111 91 - - S275 UPN240 1.55
133 81 112 - - S275 UPN240 2.462
134 112 73 - - S275 UPN240 1.55
135 101 113 - - S275 UPN240 2.462
136 113 93 - - S275 UPN240 1.55
< Load Combination >
** STEEL DESIGN
NO NAME TYPE ACTIVE DESCRIPTION
-------- ---------- ---------- ---------- ---------------------------------------------
1 SLU Add ACTIVE
2 sLCB2 Add ACTIVE
3 sLCB3 Add ACTIVE
4 sLCB4 Add ACTIVE
5 sLCB5 Add ACTIVE
6 sLCB6 Add ACTIVE
7 sLCB7 Add ACTIVE
8 sLCB8 Add ACTIVE
9 sLCB9 Add ACTIVE
10 SLV Envelope ACTIVE
11 sLCB10 Add SERVICE
12 sLCB11 Add SERVICE
13 sLCB12 Add SERVICE
14 sLCB13 Add SERVICE
15 sLCB14 Add SERVICE
16 sLCB15 Add SERVICE
17 sLCB16 Add SERVICE
18 sLCB17 Add SERVICE
19 SLD Envelope SERVICE
20 SLE01 Add SERVICE
21 SLE02 Add SERVICE
22 SLE03 Add SERVICE
TABELLA DELLE SEZIONI
Table 1 1 : HEB240
A(m 2) Asy(m
2) Asz(m
2) z(+)(m) z(-)(m)
0.011 0.007 0.002 0.120 0.120
Ixx(m 4) Iyy(m
4) Izz(m
4) y(+)(m) y(-)(m)
0.000 0.000 0.000 0.120 0.120
Table 2 2 : HEA140
A(m 2) Asy(m
2) Asz(m
2) z(+)(m) z(-)(m)
0.003 0.002 0.001 0.067 0.067
Ixx(m 4) Iyy(m
4) Izz(m
4) y(+)(m) y(-)(m)
0.000 0.000 0.000 0.070 0.070
y
z
y
z
Table 3 3 : UPN240
A(m 2) Asy(m
2) Asz(m
2) z(+)(m) z(-)(m)
0.004 0.002 0.002 0.120 0.120
Ixx(m 4) Iyy(m
4) Izz(m
4) y(+)(m) y(-)(m)
0.000 0.000 0.000 0.061 0.024
Table 4 5 : IPE200
A(m 2) Asy(m
2) Asz(m
2) z(+)(m) z(-)(m)
0.003 0.001 0.001 0.100 0.100
Ixx(m 4) Iyy(m
4) Izz(m
4) y(+)(m) y(-)(m)
0.000 0.000 0.000 0.050 0.050
y
z
y
z
ANALISI MODALE
Table 5 EigenMode
Nod
e Mode UX UY UZ RX RY RZ
E I G E N V A L U E A N A L Y S I S
Mode
No
Frequency Period
Tolerance
(rad/sec) (cycle/sec) (sec)
1.0000 11.5362 1.8360 0.5447 0.0000e+000
2.0000 11.6092 1.8477 0.5412 0.0000e+000
3.0000 12.0908 1.9243 0.5197 0.0000e+000
4.0000 13.7105 2.1821 0.4583 0.0000e+000
5.0000 15.2699 2.4303 0.4115 0.0000e+000
6.0000 17.6874 2.8150 0.3552 0.0000e+000
7.0000 22.9331 3.6499 0.2740 0.0000e+000
8.0000 24.3373 3.8734 0.2582 0.0000e+000
9.0000 25.0632 3.9889 0.2507 0.0000e+000
10.000
0 25.4472 4.0501 0.2469 0.0000e+000
11.000
0 26.1762 4.1661 0.2400 0.0000e+000
12.000
0 26.3774 4.1981 0.2382 0.0000e+000
13.000
0 26.6853 4.2471 0.2355 0.0000e+000
14.000
0 27.1371 4.3190 0.2315 0.0000e+000
15.000
0 27.4981 4.3765 0.2285 0.0000e+000
16.000
0 27.8019 4.4248 0.2260 0.0000e+000
17.000
0 28.4596 4.5295 0.2208 0.0000e+000
18.000
0 28.7778 4.5801 0.2183 0.0000e+000
19.000
0 29.4246 4.6831 0.2135 0.0000e+000
20.000
29.6207 4.7143 0.2121 0.0000e+000
0
21.000
0 30.0322 4.7798 0.2092 0.0000e+000
22.000
0 30.2824 4.8196 0.2075 0.0000e+000
23.000
0 30.5862 4.8680 0.2054 0.0000e+000
24.000
0 31.0272 4.9381 0.2025 0.0000e+000
25.000
0 31.6155 5.0318 0.1987 0.0000e+000
26.000
0 31.8630 5.0712 0.1972 0.0000e+000
27.000
0 33.0680 5.2629 0.1900 0.0000e+000
28.000
0 38.9566 6.2001 0.1613 0.0000e+000
29.000
0 42.4878 6.7621 0.1479 0.0000e+000
30.000
0 51.5868 8.2103 0.1218 0.0000e+000
31.000
0 68.9588 10.9751 0.0911 0.0000e+000
32.000
0 72.0479 11.4668 0.0872 0.0000e+000
33.000
0 75.9093 12.0813 0.0828 0.0000e+000
34.000
0 88.8250 14.1369 0.0707 0.0000e+000
35.000
0 91.4479 14.5544 0.0687 0.0000e+000
36.000
0 104.1788 16.5806 0.0603 0.0000e+000
37.000
0 117.4692 18.6958 0.0535 0.0000e+000
38.000
0 136.7880 21.7705 0.0459 0.0000e+000
39.000
0 142.2659 22.6423 0.0442 0.0000e+000
40.000
0 146.1650 23.2629 0.0430 0.0000e+000
41.000
148.3244 23.6066 0.0424 0.0000e+000
0
42.000
0 149.2964 23.7613 0.0421 0.0000e+000
43.000
0 150.0650 23.8836 0.0419 0.0000e+000
44.000
0 151.5615 24.1218 0.0415 0.0000e+000
45.000
0 154.4075 24.5747 0.0407 0.0000e+000
46.000
0 158.4630 25.2202 0.0397 0.0000e+000
47.000
0 158.9335 25.2951 0.0395 0.0000e+000
48.000
0 161.2876 25.6697 0.0390 0.0000e+000
49.000
0 163.2803 25.9869 0.0385 0.0000e+000
50.000
0 166.6403 26.5216 0.0377 0.0000e+000
MODAL PARTICIPATION MASSES PRINTOUT
Mode
No
TRAN-X TRAN-Y TRAN-Z ROTN-X ROTN-Y ROTN-Z
MASS(%
) SUM(%)
MASS(%
) SUM(%)
MASS(%
) SUM(%)
MASS(%
) SUM(%)
MASS(%
) SUM(%)
MASS(%
) SUM(%)
1.0000 0.1627 0.1627 0.9447 0.9447 0.0000 0.0000 6.2406 6.2406 0.0006 0.0006 0.0010 0.0010
2.0000 0.3433 0.5061 1.1525 2.0972 0.0000 0.0000 8.3492 14.5898 0.0096 0.0102 0.0077 0.0087
3.0000 0.0009 0.5069 12.942
1
15.039
3 0.0005 0.0006 0.1041 14.6939 0.0356 0.0457 8.1306 8.1393
4.0000 0.0002 0.5071 56.689
0
71.728
3 0.0005 0.0011 5.3816 20.0756 0.0036 0.0493 3.6210
11.760
4
5.0000 73.046
3
73.553
4 0.0041
71.732
4 0.0003 0.0014 0.0186 20.0942 2.4544 2.5037 0.0155
11.775
8
6.0000 0.0400 73.593
4 6.7338
78.466
2 0.0009 0.0023 0.0991 20.1933 0.0017 2.5054
62.461
2
74.237
0
7.0000 0.3256 73.919
0 0.7348
79.201
0 0.0002 0.0024 1.0505 21.2438 0.7374 3.2428 0.0414
74.278
4
8.0000 0.0003 73.919
3 1.1878
80.388
8 0.0000 0.0024 2.1921 23.4359 0.5063 3.7491 0.0118
74.290
2
9.0000 1.5928 75.512
1 0.0080
80.396
7 0.0001 0.0025 0.0583 23.4942 1.7182 5.4673 0.1175
74.407
7
10.000
0 0.2339
75.745
9 0.0431
80.439
8 0.0002 0.0027 0.3793 23.8734 1.0433 6.5107 0.0240
74.431
7
11.000
0 0.0216
75.767
5 0.0616
80.501
4 0.0000 0.0027 0.1526 24.0260 0.2351 6.7457 0.0456
74.477
3
12.000
0 0.7000
76.467
5 0.1386
80.640
0 0.0000 0.0028 0.2172 24.2432 0.0871 6.8329 0.0778
74.555
1
13.000
0 2.0746
78.542
1 0.6794
81.319
5 0.0000 0.0028 2.0536 26.2968 0.0789 6.9118 0.0000
74.555
1
14.000
0 0.0878
78.629
9 0.8295
82.149
0 0.0000 0.0028 2.5203 28.8171 0.1861 7.0979 0.1148
74.669
9
15.000
0 1.6292
80.259
1 1.3180
83.467
0 0.0008 0.0036 4.4688 33.2859 0.0116 7.1094 0.1159
74.785
8
16.000
0 1.9555
82.214
6 2.8853
86.352
4 0.0006 0.0041
10.407
8 43.6936 0.2064 7.3158 0.0144
74.800
2
17.000
0 0.0527
82.267
4 0.4766
86.828
9 0.0006 0.0048 1.6224 45.3161 0.0019 7.3177 0.2510
75.051
2
18.000
0 0.0082
82.275
6 1.3188
88.147
7 0.0000 0.0048 4.6077 49.9238 0.1362 7.4539 0.4220
75.473
2
19.000
0 0.1361
82.411
6 0.2708
88.418
5 0.0021 0.0069 1.1074 51.0312 0.0000 7.4539 0.1302
75.603
4
20.000
0 0.0142
82.425
8 1.1358
89.554
3 0.0000 0.0069 4.0137 55.0449 0.0353 7.4892 0.1335
75.736
9
21.000
0 0.0002
82.426
0 0.5583
90.112
7 0.0002 0.0071 1.6405 56.6854 0.0608 7.5500 0.4068
76.143
7
22.000
0 0.0112
82.437
2 0.0037
90.116
4 0.0001 0.0072 0.0323 56.7177 0.0009 7.5509 0.0514
76.195
2
23.000
0 0.0189
82.456
1 0.4525
90.568
8 0.0003 0.0075 1.5429 58.2606 0.0687 7.6197 0.0559
76.251
1
24.000
0 0.0017
82.457
8 0.0035
90.572
4 0.0001 0.0076 0.0002 58.2608 0.0059 7.6256 0.0007
76.251
8
25.000
0 0.0287
82.486
5 1.2645
91.836
9 0.0003 0.0079 3.4885 61.7493 0.9817 8.6073 0.7025
76.954
3
26.000
0 0.0399
82.526
4 0.0083
91.845
1 0.0000 0.0079 0.1090 61.8584 0.0755 8.6828 0.0026
76.956
9
27.000
0 4.6301
87.156
5 0.0280
91.873
2 0.0000 0.0080 0.2478 62.1061
10.336
3 19.0192 2.5216
79.478
5
28.000
0 0.5159
87.672
5 0.0203
91.893
5 0.0004 0.0084 5.2512 67.3573 1.9822 21.0014 1.2936
80.772
1
29.000
0 2.7040
90.376
5 0.0036
91.897
2 0.0029 0.0112 0.4595 67.8169
14.486
3 35.4876 0.8240
81.596
2
30.000
0 0.0344
90.410
9 0.0279
91.925
0 0.0002 0.0114 0.0220 67.8389 0.0354 35.5231 5.1967
86.792
8
31.000
0 4.3546
94.765
5 0.2838
92.208
9 0.0062 0.0176 1.0060 68.8449
24.428
4 59.9515 0.5313
87.324
2
32.000
0 0.7131
95.478
6 2.3047
94.513
5 0.0000 0.0177 7.7736 76.6185 4.3676 64.3190 1.2081
88.532
3
33.000
0 0.0149
95.493
5 1.4123
95.925
8 0.0006 0.0182 5.3374 81.9559 0.0505 64.3696 3.4490
91.981
3
34.000
0 0.0006
95.494
1 0.0029
95.928
7 0.0033 0.0216 0.0037 81.9596 0.0198 64.3894 0.0842
92.065
5
35.000
0 0.2127
95.706
8 0.0042
95.932
9 0.0032 0.0248 0.0114 81.9710 1.5668 65.9562 0.9538
93.019
3
36.000
0 0.5402
96.247
0 0.0002
95.933
1 0.1345 0.1592 0.0016 81.9726 1.9995 67.9557 0.0419
93.061
2
37.000
0 0.9064
97.153
4 0.0022
95.935
3 0.0247 0.1839 0.0015 81.9741 1.4457 69.4014 0.0149
93.076
1
38.000
0 0.0796
97.233
0 0.0002
95.935
6 1.7857 1.9696 0.0000 81.9741 0.5546 69.9560 0.3606
93.436
7
39.000
0 0.0112
97.244
2 0.0017
95.937
3
13.994
5
15.964
1 0.0034 81.9776 0.0169 69.9730 0.0054
93.442
1
40.000
0 0.0087
97.252
9 0.0000
95.937
3 0.3119
16.276
0 0.0004 81.9780 0.1099 70.0829 0.3488
93.790
9
41.000
0 0.0059
97.258
8 0.3366
96.273
9 0.7320
17.008
0 1.0409 83.0189 0.0457 70.1286 1.3113
95.102
2
42.000
0 0.0004
97.259
1 1.3787
97.652
6 0.2298
17.237
8 3.3532 86.3720 0.0100 70.1386 0.4090
95.511
3
43.000
0 0.0001
97.259
2 0.2967
97.949
2 0.0237
17.261
4 0.4142 86.7863 0.0012 70.1398 1.1368
96.648
1
44.000
0 0.1569
97.416
1 0.0354
97.984
7 0.0069
17.268
3 0.0407 86.8270 1.1491 71.2889 0.0262
96.674
4
45.000
0 0.0025
97.418
6 0.0231
98.007
8 1.4398
18.708
2 0.0144 86.8414 0.0089 71.2978 0.0201
96.694
4
46.000
0 0.0163
97.434
9 0.0207
98.028
4 0.6995
19.407
6 0.4703 87.3117 0.3322 71.6300 0.0233
96.717
7
47.000
0 0.0189
97.453
8 0.0046
98.033
0 1.8640
21.271
7 0.0780 87.3897 0.0278 71.6578 0.0034
96.721
1
48.000
0 0.0062
97.459
9 0.0089
98.041
9 0.4275
21.699
2 0.1310 87.5207 0.3166 71.9744 0.0597
96.780
8
49.000
0 0.0774
97.537
3 0.0000
98.041
9 0.8379
22.537
1 0.1545 87.6752 0.1960 72.1704 0.0020
96.782
8
50.000
0 0.0233
97.560
6 0.0005
98.042
4 0.5102
23.047
3 0.0773 87.7525 0.0519 72.2224 0.0009
96.783
7
Mode
No
TRAN-X TRAN-Y TRAN-Z ROTN-X ROTN-Y ROTN-Z
MASS SUM MASS SUM MASS SUM MASS SUM MASS SUM MASS SUM
1.0000 0.0319 0.0319 0.1850 0.1850 0.0000 0.0000 10.468
2 10.4682 0.0012 0.0012 0.0009 0.0009
2.0000 0.0672 0.0991 0.2257 0.4107 0.0000 0.0000 14.005
2 24.4734 0.0190 0.0202 0.0071 0.0080
3.0000 0.0002 0.0993 2.5345 2.9452 0.0000 0.0000 0.1747 24.6481 0.0705 0.0907 7.4948 7.5028
4.0000 0.0000 0.0993 11.101
7
14.046
9 0.0000 0.0001 9.0273 33.6754 0.0071 0.0978 3.3379
10.840
7
5.0000 14.305
0
14.404
3 0.0008
14.047
7 0.0000 0.0001 0.0312 33.7066 4.8662 4.9640 0.0143
10.854
9
6.0000 0.0078 14.412
1 1.3187
15.366
4 0.0001 0.0002 0.1662 33.8728 0.0033 4.9673
57.576
5
68.431
4
7.0000 0.0638 14.475
9 0.1439
15.510
3 0.0000 0.0002 1.7621 35.6350 1.4620 6.4293 0.0381
68.469
5
8.0000 0.0001 14.475
9 0.2326
15.742
9 0.0000 0.0002 3.6771 39.3121 1.0039 7.4332 0.0109
68.480
4
9.0000 0.3119 14.787
9 0.0016
15.744
4 0.0000 0.0002 0.0978 39.4099 3.4067 10.8399 0.1083
68.588
7
10.000
0 0.0458
14.833
6 0.0084
15.752
9 0.0000 0.0002 0.6362 40.0461 2.0685 12.9084 0.0221
68.610
8
11.000
0 0.0042
14.837
9 0.0121
15.764
9 0.0000 0.0002 0.2560 40.3020 0.4661 13.3745 0.0421
68.652
9
12.000
0 0.1371
14.975
0 0.0271
15.792
1 0.0000 0.0002 0.3643 40.6663 0.1727 13.5472 0.0717
68.724
6
13.000
0 0.4063
15.381
2 0.1331
15.925
1 0.0000 0.0002 3.4447 44.1111 0.1564 13.7037 0.0000
68.724
6
14.000
0 0.0172
15.398
4 0.1625
16.087
6 0.0000 0.0002 4.2276 48.3387 0.3690 14.0726 0.1058
68.830
4
15.000
0 0.3191
15.717
5 0.2581
16.345
7 0.0001 0.0003 7.4961 55.8348 0.0230 14.0956 0.1068
68.937
2
16.000
0 0.3830
16.100
4 0.5650
16.910
8 0.0000 0.0003
17.458
4 73.2931 0.4092 14.5048 0.0133
68.950
5
17.000
0 0.0103
16.110
8 0.0933
17.004
1 0.0000 0.0003 2.7215 76.0147 0.0038 14.5086 0.2314
69.181
9
18.000
0 0.0016
16.112
4 0.2583
17.262
3 0.0000 0.0004 7.7291 83.7438 0.2700 14.7785 0.3890
69.570
9
19.000
0 0.0266
16.139
0 0.0530
17.315
4 0.0002 0.0005 1.8577 85.6014 0.0000 14.7785 0.1200
69.690
9
20.000
0 0.0028
16.141
8 0.2224
17.537
8 0.0000 0.0005 6.7327 92.3341 0.0700 14.8485 0.1231
69.814
0
21.000
0 0.0000
16.141
8 0.1093
17.647
2 0.0000 0.0005 2.7518 95.0859 0.1206 14.9691 0.3750
70.189
0
22.000
0 0.0022
16.144
0 0.0007
17.647
9 0.0000 0.0005 0.0542 95.1402 0.0019 14.9709 0.0474
70.236
4
23.000
0.0037 16.147
0.0886 17.736
0.0000 0.0006 2.5881 97.7282 0.1363 15.1072 0.0515 70.288
0 7 5 0
24.000
0 0.0003
16.148
1 0.0007
17.737
2 0.0000 0.0006 0.0003 97.7285 0.0117 15.1189 0.0007
70.288
7
25.000
0 0.0056
16.153
7 0.2476
17.984
8 0.0000 0.0006 5.8518
103.580
3 1.9464 17.0653 0.6475
70.936
2
26.000
0 0.0078
16.161
5 0.0016
17.986
4 0.0000 0.0006 0.1829
103.763
2 0.1497 17.2151 0.0024
70.938
6
27.000
0 0.9067
17.068
2 0.0055
17.991
9 0.0000 0.0006 0.4156
104.178
8
20.493
4 37.7085 2.3244
73.263
0
28.000
0 0.1010
17.169
3 0.0040
17.995
9 0.0000 0.0006 8.8086
112.987
4 3.9301 41.6386 1.1925
74.455
4
29.000
0 0.5295
17.698
8 0.0007
17.996
6 0.0002 0.0008 0.7708
113.758
2
28.721
3 70.3599 0.7596
75.215
0
30.000
0 0.0067
17.705
6 0.0055
18.002
1 0.0000 0.0008 0.0369
113.795
1 0.0702 70.4301 4.7903
80.005
3
31.000
0 0.8528
18.558
3 0.0556
18.057
7 0.0005 0.0013 1.6875
115.482
6
48.433
2
118.863
3 0.4898
80.495
1
32.000
0 0.1397
18.698
0 0.4513
18.509
0 0.0000 0.0013
13.039
8
128.522
4 8.6594
127.522
7 1.1137
81.608
7
33.000
0 0.0029
18.700
9 0.2766
18.785
6 0.0000 0.0013 8.9531
137.475
4 0.1002
127.622
8 3.1793
84.788
0
34.000
0 0.0001
18.701
0 0.0006
18.786
1 0.0002 0.0016 0.0061
137.481
6 0.0393
127.662
2 0.0776
84.865
6
35.000
0 0.0417
18.742
7 0.0008
18.787
0 0.0002 0.0018 0.0192
137.500
8 3.1065
130.768
7 0.8792
85.744
8
36.000
0 0.1058
18.848
5 0.0000
18.787
0 0.0099 0.0117 0.0028
137.503
5 3.9643
134.733
0 0.0387
85.783
5
37.000
0 0.1775
19.026
0 0.0004
18.787
4 0.0018 0.0135 0.0025
137.506
0 2.8663
137.599
3 0.0137
85.797
2
38.000
0 0.0156
19.041
6 0.0000
18.787
5 0.1313 0.1448 0.0000
137.506
0 1.0995
138.698
9 0.3324
86.129
6
39.000
0 0.0022
19.043
8 0.0003
18.787
8 1.0292 1.1740 0.0058
137.511
8 0.0336
138.732
5 0.0050
86.134
6
40.000
0 0.0017
19.045
4 0.0000
18.787
8 0.0229 1.1969 0.0007
137.512
5 0.2180
138.950
4 0.3215
86.456
1
41.000
0 0.0012
19.046
6 0.0659
18.853
7 0.0538 1.2508 1.7460
139.258
5 0.0906
139.041
0 1.2088
87.664
9
42.000
0 0.0001
19.046
7 0.2700
19.123
7 0.0169 1.2677 5.6247
144.883
2 0.0199
139.060
9 0.3771
88.042
0
43.000
0 0.0000
19.046
7 0.0581
19.181
8 0.0017 1.2694 0.6949
145.578
1 0.0023
139.063
2 1.0479
89.089
9
44.000
0.0307 19.077
0.0069 19.188
0.0005 1.2699 0.0683 145.646
2.2783 141.341
0.0242 89.114
0 4 8 3 5 1
45.000
0 0.0005
19.077
9 0.0045
19.193
3 0.1059 1.3758 0.0242
145.670
5 0.0176
141.359
1 0.0185
89.132
6
46.000
0 0.0032
19.081
1 0.0040
19.197
3 0.0514 1.4272 0.7889
146.459
4 0.6587
142.017
8 0.0214
89.154
0
47.000
0 0.0037
19.084
8 0.0009
19.198
2 0.1371 1.5643 0.1309
146.590
3 0.0552
142.072
9 0.0031
89.157
1
48.000
0 0.0012
19.086
0 0.0017
19.200
0 0.0314 1.5958 0.2197
146.810
0 0.6277
142.700
7 0.0551
89.212
2
49.000
0 0.0152
19.101
2 0.0000
19.200
0 0.0616 1.6574 0.2592
147.069
1 0.3887
143.089
3 0.0019
89.214
0
50.000
0 0.0046
19.105
7 0.0001
19.200
1 0.0375 1.6949 0.1297
147.198
8 0.1030
143.192
3 0.0008
89.214
8
MODAL PARTICIPATION FACTOR PRINTOUT (kN,m)
Mode
No
TRAN-X TRAN-Y TRAN-Z ROTN-X ROTN-Y ROTN-Z
Value Value Value Value Value Value
1.0000 -0.1785 -0.4301 -0.0001 0.0000 0.0000 0.0000
2.0000 -0.2593 -0.4751 -0.0017 0.0000 0.0000 0.0000
3.0000 -0.0132 -1.5920 0.0062 0.0000 0.0000 0.0000
4.0000 0.0057 3.3319 0.0061 0.0000 0.0000 0.0000
5.0000 3.7822 0.0284 -0.0049 0.0000 0.0000 0.0000
6.0000 -0.0885 1.1484 -0.0080 0.0000 0.0000 0.0000
7.0000 -0.2525 0.3793 0.0034 0.0000 0.0000 0.0000
8.0000 -0.0076 -0.4823 0.0009 0.0000 0.0000 0.0000
9.0000 0.5585 0.0395 -0.0021 0.0000 0.0000 0.0000
10.000
0 -0.2140 0.0918 0.0037 0.0000 0.0000 0.0000
11.000
0 0.0650 0.1099 0.0019 0.0000 0.0000 0.0000
12.000
0 0.3702 -0.1648 -0.0013 0.0000 0.0000 0.0000
13.000
0 -0.6374 0.3648 0.0018 0.0000 0.0000 0.0000
14.000
0 0.1311 -0.4031 -0.0005 0.0000 0.0000 0.0000
15.000
0 -0.5649 0.5080 0.0075 0.0000 0.0000 0.0000
16.000
0 0.6188 0.7517 0.0064 0.0000 0.0000 0.0000
17.000
0 0.1016 0.3055 -0.0068 0.0000 0.0000 0.0000
18.000
0 -0.0401 0.5082 -0.0016 0.0000 0.0000 0.0000
19.000
0 -0.1632 0.2303 -0.0124 0.0000 0.0000 0.0000
20.000
0 0.0527 0.4716 0.0018 0.0000 0.0000 0.0000
21.000
0 -0.0065 -0.3307 0.0037 0.0000 0.0000 0.0000
22.000
0 -0.0469 -0.0269 0.0022 0.0000 0.0000 0.0000
23.000
0 0.0608 0.2977 -0.0050 0.0000 0.0000 0.0000
24.000
0 0.0183 -0.0263 -0.0030 0.0000 0.0000 0.0000
25.000
0 -0.0749 -0.4976 0.0047 0.0000 0.0000 0.0000
26.000
0 0.0884 0.0402 0.0004 0.0000 0.0000 0.0000
27.000
0 -0.9522 0.0741 0.0019 0.0000 0.0000 0.0000
28.000
0 0.3179 -0.0631 -0.0054 0.0000 0.0000 0.0000
29.000
0 0.7277 0.0267 -0.0145 0.0000 0.0000 0.0000
30.000
0 0.0820 0.0739 0.0034 0.0000 0.0000 0.0000
31.000
0 0.9235 0.2358 -0.0214 0.0000 0.0000 0.0000
32.000
0 -0.3737 0.6718 -0.0016 0.0000 0.0000 0.0000
33.000
0 -0.0540 -0.5259 -0.0066 0.0000 0.0000 0.0000
34.000
0 -0.0107 0.0237 -0.0157 0.0000 0.0000 0.0000
35.000
0 0.2041 0.0288 0.0153 0.0000 0.0000 0.0000
36.000
0 -0.3253 -0.0063 0.0994 0.0000 0.0000 0.0000
37.000
0 -0.4213 -0.0207 0.0426 0.0000 0.0000 0.0000
38.000
0 -0.1248 -0.0067 0.3624 0.0000 0.0000 0.0000
39.000
0 0.0469 0.0183 1.0145 0.0000 0.0000 0.0000
40.000
0 -0.0412 -0.0017 -0.1515 0.0000 0.0000 0.0000
41.000
0 0.0339 0.2567 0.2320 0.0000 0.0000 0.0000
42.000
0 -0.0084 0.5196 -0.1300 0.0000 0.0000 0.0000
43.000
0 0.0034 -0.2410 -0.0417 0.0000 0.0000 0.0000
44.000
0 0.1753 -0.0833 -0.0226 0.0000 0.0000 0.0000
45.000
0 -0.0223 -0.0673 0.3254 0.0000 0.0000 0.0000
46.000
0 0.0564 0.0636 0.2268 0.0000 0.0000 0.0000
47.000
0 -0.0609 -0.0299 0.3702 0.0000 0.0000 0.0000
48.000
0 0.0347 -0.0417 0.1773 0.0000 0.0000 0.0000
49.000
0 0.1231 -0.0017 0.2482 0.0000 0.0000 0.0000
50.000
0 -0.0675 0.0097 0.1937 0.0000 0.0000 0.0000
MODAL DIRECTION FACTOR PRINTOUT
Mode
No
TRAN-X TRAN-Y TRAN-Z ROTN-X ROTN-Y ROTN-Z
Value Value Value Value Value Value
1.0000 2.2140 12.8534 0.0000 84.9102 0.0084 0.0139
2.0000 3.4813 11.6857 0.0004 84.6578 0.0970 0.0778
3.0000 0.0042 61.0079 0.0025 0.4909 0.1676 38.3269
4.0000 0.0002 86.2900 0.0008 8.1917 0.0054 5.5118
5.0000 96.6998 0.0054 0.0004 0.0246 3.2492 0.0205
6.0000 0.0577 9.7118 0.0013 0.1429 0.0024 90.0840
7.0000 11.2688 25.4257 0.0054 36.3516 25.5172 1.4313
8.0000 0.0075 30.4686 0.0003 56.2323 12.9889 0.3023
9.0000 45.5751 0.2277 0.0017 1.6684 49.1654 3.3616
10.000
0 13.5671 2.4976 0.0111 22.0030 60.5288 1.3924
11.000
0 4.1816 11.9327 0.0094 29.5387 45.5065 8.8310
12.000
0 57.3432 11.3556 0.0018 17.7913 7.1366 6.3716
13.000
0 42.4545 13.9044 0.0009 42.0250 1.6147 0.0005
14.000
0 2.3478 22.1891 0.0001 67.4144 4.9779 3.0707
15.000
0 21.5957 17.4704 0.0101 59.2343 0.1535 1.5360
16.000
0 12.6408 18.6511 0.0036 67.2771 1.3341 0.0932
17.000
0 2.1922 19.8142 0.0263 67.4520 0.0789 10.4364
18.000
0 0.1264 20.3109 0.0005 70.9657 2.0972 6.4993
19.000
0 8.2631 16.4442 0.1268 67.2573 0.0002 7.9083
20.000
0 0.2657 21.3002 0.0008 75.2677 0.6618 2.5038
21.000
0 0.0082 20.9363 0.0070 61.5135 2.2802 15.2548
22.000
0 11.2542 3.7136 0.0635 32.4285 0.9373 51.6028
23.000
0 0.8827 21.1510 0.0162 72.1233 3.2133 2.6135
24.000
0 13.9827 28.8742 0.9765 1.6411 48.4732 6.0523
25.000
0 0.4435 19.5560 0.0046 53.9503 15.1821 10.8635
26.000
0 16.9570 3.5068 0.0010 46.3268 32.0873 1.1210
27.000
0 26.0648 0.1579 0.0003 1.3947 58.1874 14.1949
28.000
0 5.6922 0.2244 0.0043 57.9367 21.8698 14.2725
29.000
0 14.6319 0.0197 0.0155 2.4865 78.3873 4.4591
30.000
0.6465 0.5239 0.0029 0.4143 0.6661 97.7463
0
31.000
0 14.2260 0.9273 0.0203 3.2864 79.8042 1.7358
32.000
0 4.3571 14.0810 0.0002 47.4953 26.6850 7.3815
33.000
0 0.1450 13.7588 0.0057 51.9976 0.4921 33.6008
34.000
0 0.5124 2.5114 2.9158 3.1966 17.3303 73.5335
35.000
0 7.7300 0.1543 0.1150 0.4152 56.9299 34.6556
36.000
0 19.8752 0.0075 4.9476 0.0604 73.5664 1.5429
37.000
0 37.8388 0.0914 1.0310 0.0625 60.3544 0.6220
38.000
0 2.8621 0.0082 64.2177 0.0003 19.9440 12.9676
39.000
0 0.0799 0.0122 99.7240 0.0245 0.1208 0.0386
40.000
0 1.1112 0.0018 40.0012 0.0547 14.0994 44.7317
41.000
0 0.1694 9.6939 21.0810 29.9762 1.3156 37.7639
42.000
0 0.0067 25.6213 4.2698 62.3141 0.1865 7.6016
43.000
0 0.0032 15.8417 1.2632 22.1209 0.0627 60.7083
44.000
0 11.0859 2.5029 0.4889 2.8754 81.1940 1.8530
45.000
0 0.1676 1.5318 95.4280 0.9552 0.5877 1.3297
46.000
0 1.0411 1.3224 44.7750 30.1054 21.2666 1.4896
47.000
0 0.9476 0.2291 93.3537 3.9068 1.3939 0.1688
48.000
0 0.6481 0.9327 45.0094 13.7897 33.3309 6.2891
49.000
0 6.1030 0.0011 66.0876 12.1861 15.4623 0.1599
50.000
0 3.5078 0.0724 76.8270 11.6424 7.8203 0.1301
E I G E N V E C T O R (kN,m)
Figure 1 ModeShape
Figure 2 ModeShape1
Figure 3 ModeShape2
Figure 4 ModeShape3
Figure 5 ModeShape4
Figure 6 ModeShape5
1. Design Information
Design Code : Eurocode3:05
Unit System : kN, m
Member No : 21
Material : S275 (No:1)
(Fy = 275000, Es = 210000000)
Section Name : HEA140 (No:2)
(Rolled : HEA140).
Member Length : 1.00000
Depth 0.13300 Web Thick 0.00550
Top F Width 0.14000 Top F Thick 0.00850
Bot.F Width 0.14000 Bot.F Thick 0.00850
0.14
0.1
33
0.0
08
5
0.0055
y
z
0.0
66
5
0.0700
Area 0.00314 Asz 0.00073
Qyb 0.01515 Qzb 0.00245
Iyy 0.00001 Izz 0.00000
Ybar 0.07000 Zbar 0.06650
Wely 0.00016 Welz 0.00006
ry 0.05730 rz 0.03520
2. Member Forces
Axial Force Fxx = -0.4243 (LCB: 6, POS:I)
Bending Moments My = -11.257, Mz = -9.8378
End Moments Myi = -11.257, Myj = -1.3202 (for Lb)
Myi = -11.257, Myj = -1.3202 (for Ly)
Mzi = -9.8378, Mzj = -8.8029 (for Lz)
Shear Forces Fyy = -6.7290 (LCB: 8, POS:1/2)
Fzz = -23.929 (LCB: 8, POS:I)
3. Design Parameters
Unbraced Lengths Ly = 1.00000, Lz = 1.00000, Lb = 1.00000
Effective Length Factors Ky = 1.00, Kz = 1.00
Equivalent Uniform Moment Factors Cmy = 1.00, Cmz = 1.00, CmLT = 1.00
4. Checking Results
Slenderness Ratio
KL/r = 149.1 < 250.0 (Memb:41, LCB: 8).................................... O.K
Axial Resistance
N_Ed/MIN[Nc_Rd, Nb_Rd] = 0.424/822.381 = 0.001 < 1.000 .......................... O.K
Bending Resistance
M_Edy/M_Rdy = 11.2575/45.4143 = 0.248 < 1.000 ..................................... O.K
M_Edz/M_Rdz = 9.8378/22.0464 = 0.446 < 1.000 ..................................... O.K
Combined Resistance
RNRd = MAX[ M_Edy/Mny_Rd, M_Edz/Mnz_Rd ]
Rmax1 = (M_Edy/Mny_Rd)^Alpha + (M_Edz/Mnz_Rd)^Beta
Rcom = N_Ed/(A*fy/Gamma_M0), Rbend = M_Edy/My_Rd + M_Edz/Mz_Rd
Rc_LT1 = N_Ed/(Xiy*A*fy/Gamma_M1)
Rb_LT1 = (kyy*M_Edy)/(Xi_LT*Wply*fy/Gamma_M1) + (kyz*Msdz)/(Wplz*fy/Gamma_M1)
Rc_LT2 = N_Ed/(Xiz*A*fy/Gamma_M1)
Rb_LT2 = (Kzy*M_Edy)/(Xi_LT*Wply*fy/Gamma_M1) + (Kzz*Msdz)/(Wplz*fy/Gamma_M1)
Rmax = MAX[ RNRd, Rmax1, (Rcom+Rbend), MAX(Rc_LT1+Rb_LT1, Rc_LT2+Rb_LT2) ] = 0.814 < 1.000 .. O.K
Shear Resistance
V_Edy/Vy_Rd = 0.018 < 1.000 ..................................................... O.K
V_Edz/Vz_Rd = 0.157 < 1.000 ..................................................... O.K
5. Deflection Checking Results
L/ 250.0 = 0.0110 > 0.0021 (Memb:98, LCB: 13, POS: 1.4m, Dir-Z)....................... O.K
Company
Author
Project Title
File NameMATTEO VINCENZI C:\...Scala_VigilanzaFoce_pr01.mgb
Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comGen 2018
Print Date/Time : 12/12/2017 23:03
midas Gen Steel Checking Result
1. Design Information
Design Code : Eurocode3:05
Unit System : kN, m
Member No : 1
Material : S275 (No:1)
(Fy = 275000, Es = 210000000)
Section Name : HEB240 (No:1)
(Rolled : HEB240).
Member Length : 3.50000
Depth 0.24000 Web Thick 0.01000
Top F Width 0.24000 Top F Thick 0.01700
Bot.F Width 0.24000 Bot.F Thick 0.01700
0.24
0.2
4
0.0
17
0.01
y
z
0.1
2
0.12
Area 0.01060 Asz 0.00240
Qyb 0.05080 Qzb 0.00720
Iyy 0.00011 Izz 0.00004
Ybar 0.12000 Zbar 0.12000
Wely 0.00094 Welz 0.00033
ry 0.10300 rz 0.06080
2. Member Forces
Axial Force Fxx = -96.414 (LCB: 8, POS:I)
Bending Moments My = -63.346, Mz = -14.632
End Moments Myi = -63.346, Myj = -2.2436 (for Lb)
Myi = -63.346, Myj = -2.2436 (for Ly)
Mzi = -14.632, Mzj = -2.4876 (for Lz)
Shear Forces Fyy = 8.80832 (LCB: 2, POS:1/2)
Fzz = -19.070 (LCB: 8, POS:1/2)
3. Design Parameters
Unbraced Lengths Ly = 3.50000, Lz = 3.50000, Lb = 3.50000
Effective Length Factors Ky = 1.00, Kz = 1.00
Equivalent Uniform Moment Factors Cmy = 0.85, Cmz = 0.85, CmLT = 1.00
4. Checking Results
Slenderness Ratio
KL/r = 57.6 < 200.0 (Memb:1, LCB: 8)..................................... O.K
Axial Resistance
N_Ed/MIN[Nc_Rd, Nb_Rd] = 96.41/2776.19 = 0.035 < 1.000 .......................... O.K
Bending Resistance
M_Edy/M_Rdy = 63.346/276.048 = 0.229 < 1.000 ..................................... O.K
M_Edz/M_Rdz = 14.632/129.577 = 0.113 < 1.000 ..................................... O.K
Combined Resistance
RNRd = MAX[ M_Edy/Mny_Rd, M_Edz/Mnz_Rd ]
Rmax1 = (M_Edy/Mny_Rd)^Alpha + (M_Edz/Mnz_Rd)^Beta
Rcom = N_Ed/(A*fy/Gamma_M0), Rbend = M_Edy/My_Rd + M_Edz/Mz_Rd
Rc_LT1 = N_Ed/(Xiy*A*fy/Gamma_M1)
Rb_LT1 = (kyy*M_Edy)/(Xi_LT*Wply*fy/Gamma_M1) + (kyz*Msdz)/(Wplz*fy/Gamma_M1)
Rc_LT2 = N_Ed/(Xiz*A*fy/Gamma_M1)
Rb_LT2 = (Kzy*M_Edy)/(Xi_LT*Wply*fy/Gamma_M1) + (Kzz*Msdz)/(Wplz*fy/Gamma_M1)
Rmax = MAX[ RNRd, Rmax1, (Rcom+Rbend), MAX(Rc_LT1+Rb_LT1, Rc_LT2+Rb_LT2) ] = 0.377 < 1.000 .. O.K
Shear Resistance
V_Edy/Vy_Rd = 0.007 < 1.000 ..................................................... O.K
V_Edz/Vz_Rd = 0.038 < 1.000 ..................................................... O.K
5. Deflection Checking Results
L/ 300.0 = 0.0087 > 0.0066 (Memb:95, LCB: 11, Dir-X).................................... O.K
Company
Author
Project Title
File NameMATTEO VINCENZI C:\...Scala_VigilanzaFoce_pr01.mgb
Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comGen 2018
Print Date/Time : 12/12/2017 23:03
midas Gen Steel Checking Result
1. Design Information
Design Code : Eurocode3:05
Unit System : kN, m
Member No : 50
Material : S275 (No:1)
(Fy = 275000, Es = 210000000)
Section Name : UPN240 (No:3)
(Rolled : UPN240).
Member Length : 1.55000
Depth 0.24000 Web Thick 0.00950
Top F Width 0.08500 Top F Thick 0.01300
Bot.F Width 0.08500 Bot.F Thick 0.01300
0.085
0.2
4
0.0
13
0.0095
y
z
0.1
20
0
0.0244
Area 0.00423 Asz 0.00228
Qyb 0.01893 Qzb 0.00184
Iyy 0.00004 Izz 0.00000
Ybar 0.02441 Zbar 0.12000
Wely 0.00030 Welz 0.00004
ry 0.09220 rz 0.02420
2. Member Forces
Axial Force Fxx = 23.3878 (LCB: 2, POS:I)
Bending Moments My = 25.1566, Mz = 1.24346
End Moments Myi = 25.1566, Myj = 2.72259 (for Lb)
Myi = 25.1566, Myj = 2.72259 (for Ly)
Mzi = 1.24346, Mzj = 2.46794 (for Lz)
Shear Forces Fyy = -2.0363 (LCB: 8, POS:1/2)
Fzz = 16.1548 (LCB: 2, POS:J)
3. Design Parameters
Unbraced Lengths Ly = 1.55000, Lz = 1.55000, Lb = 1.55000
Effective Length Factors Ky = 1.00, Kz = 1.00
Equivalent Uniform Moment Factors Cmy = 1.00, Cmz = 1.00, CmLT = 1.00
4. Checking Results
Slenderness Ratio
KL/r = 113.3 < 200.0 (Memb:129, LCB: 8)................................... O.K
Axial Resistance
N_Ed/Nt_Rd = 23.39/1107.86 = 0.021 < 1.000 ..................................... O.K
Bending Resistance
M_Edy/M_Rdy = 25.1566/93.7619 = 0.268 < 1.000 ..................................... O.K
M_Edz/M_Rdz = 1.2435/22.2170 = 0.056 < 1.000 ..................................... O.K
Combined Resistance
RNRd = MAX[ M_Edy/Mny_Rd, M_Edz/Mnz_Rd ]
Rmax1 = (M_Edy/Mny_Rd)^Alpha + (M_Edz/Mnz_Rd)^Beta
Rcom = N_Ed/(A*fy/Gamma_M0), Rbend = M_Edy/My_Rd + M_Edz/Mz_Rd
Rmax = MAX[ RNRd, Rmax1, (Rcom+Rbend) ] = 0.345 < 1.000 ........................ O.K
Shear Resistance
V_Edy/Vy_Rd = 0.006 < 1.000 ..................................................... O.K
V_Edz/Vz_Rd = 0.046 < 1.000 ..................................................... O.K
5. Deflection Checking Results
L/ 250.0 = 0.0110 > 0.0014 (Memb:131, LCB: 11, POS: 1.4m, Dir-Z)...................... O.K
Company
Author
Project Title
File NameMATTEO VINCENZI C:\...Scala_VigilanzaFoce_pr01.mgb
Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comGen 2018
Print Date/Time : 12/12/2017 23:03
midas Gen Steel Checking Result
1. Design Information
Design Code : Eurocode3:05
Unit System : kN, m
Member No : 99
Material : S275 (No:1)
(Fy = 275000, Es = 210000000)
Section Name : IPE200 (No:5)
(Rolled : IPE200).
Member Length : 5.25000
Depth 0.20000 Web Thick 0.00560
Top F Width 0.10000 Top F Thick 0.00850
Bot.F Width 0.10000 Bot.F Thick 0.00850
0.1
0.2
0.0
08
5
0.0056
y
z
0.1
00
0
0.0500
Area 0.00285 Asz 0.00112
Qyb 0.01872 Qzb 0.00125
Iyy 0.00002 Izz 0.00000
Ybar 0.05000 Zbar 0.10000
Wely 0.00019 Welz 0.00003
ry 0.08230 rz 0.02282
2. Member Forces
Axial Force Fxx = -28.459 (LCB: 6, POS:1/2)
Bending Moments My = 0.75588, Mz = 0.00000
End Moments Myi = 0.00000, Myj = 0.00000 (for Lb)
Myi = 0.00000, Myj = 0.00000 (for Ly)
Mzi = 0.00000, Mzj = 0.00000 (for Lz)
Shear Forces Fyy = 0.00000 (LCB: 3, POS:1/2)
Fzz = 0.74868 (LCB: 1, POS:J)
3. Design Parameters
Unbraced Lengths Ly = 5.25000, Lz = 5.25000, Lb = 5.25000
Effective Length Factors Ky = 1.00, Kz = 1.00
Equivalent Uniform Moment Factors Cmy = 1.00, Cmz = 1.00, CmLT = 1.00
4. Checking Results
Slenderness Ratio
KL/r = 230.0 < 250.0 (Memb:99, LCB: 6).................................... O.K
Axial Resistance
N_Ed/MIN[Nc_Rd, Nb_Rd] = 28.4586/93.6195 = 0.304 < 1.000 .......................... O.K
Bending Resistance
M_Edy/M_Rdy = 0.7559/57.6190 = 0.013 < 1.000 ..................................... O.K
M_Edz/M_Rdz = 0.0000/11.5067 = 0.000 < 1.000 ..................................... O.K
Combined Resistance
RNRd = MAX[ M_Edy/Mny_Rd, M_Edz/Mnz_Rd ]
Rcom = N_Ed/(A*fy/Gamma_M0), Rbend = M_Edy/My_Rd + M_Edz/Mz_Rd
Rc_LT1 = N_Ed/(Xiy*A*fy/Gamma_M1)
Rb_LT1 = (kyy*M_Edy)/(Xi_LT*Wply*fy/Gamma_M1) + (kyz*Msdz)/(Wplz*fy/Gamma_M1)
Rc_LT2 = N_Ed/(Xiz*A*fy/Gamma_M1)
Rb_LT2 = (Kzy*M_Edy)/(Xi_LT*Wply*fy/Gamma_M1) + (Kzz*Msdz)/(Wplz*fy/Gamma_M1)
Rmax = MAX[ RNRd, (Rcom+Rbend), MAX(Rc_LT1+Rb_LT1, Rc_LT2+Rb_LT2) ] = 0.324 < 1.000 .. O.K
Shear Resistance
V_Edy/Vy_Rd = 0.000 < 1.000 ..................................................... O.K
V_Edz/Vz_Rd = 0.004 < 1.000 ..................................................... O.K
5. Deflection Checking Results
L/ 250.0 = 0.0210 > 0.0005 (Memb:99, LCB: 22, POS: 2.6m, Dir-Z)....................... O.K
Company
Author
Project Title
File NameMATTEO VINCENZI C:\...Scala_VigilanzaFoce_pr01.mgb
Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comGen 2018
Print Date/Time : 12/12/2017 23:03
midas Gen Steel Checking Result
