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14 \ PAGINA TITLU

Proiect: Hala etajata P+2E

Vedere structura

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

Date - Materiale

Materia l

E (daN/c m2)

G (daN/c m2)

N I

LX (1/C)

RO (daN/m3)

Re (daN/c m2)

OTEL

210000 0.00 210000 0.00

808000 .00 808000 .00

OL37

0 . 3 0 0 . 3 0

0.00

7701.00

2100.00

0.00

7701.00

2200.00

Data: 30/11/11

Pagina: 3

nc?rc?ri - Cazuri

Caz 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Numele cazului Vnt: din stnga Vnt: din dreapta Vnt: din fata Zapada - caz simplu Zapada - redistributie: vnt din stnga Zapada - redistributie: vnt din dreapt inc_permanenta inc_utila Modala Exc XSeism - P100-1/2006 Exc XDirectie_X Seism - P100-1/2006 Exc XDirectie_Y Seism - P100-1/2006 Exc XDirectie_Z SLU SLU+ SLUSLEN SLEN+ SLENACC ACC+ ACCvnt vnt vnt

Natura

Tipul de analiza Statica - Liniara Statica - Liniara Statica - Liniara Statica - Liniara Statica - Liniara Statica - Liniara Statica - Liniara Statica - Liniara Modala

zapada zapada zapada permanenta utila

seismic seismic seismic

Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa: 29 30 31 32 49 50 51 52 69 70 71 72 89 90 91 92 109 110 111 112 129 130 131 132 Modala Exc X+ Seism - P100-1/2006 Exc X+ Directie_X Seism - P100-1/2006 Exc X+ Directie_Y Seism - P100-1/2006 Exc X+ Directie_Z Modala Exc YSeism - P100-1/2006 Exc YDirectie_X Seism - P100-1/2006 Exc YDirectie_Y Seism - P100-1/2006 Exc YDirectie_Z Modala Exc Y+ Seism - P100-1/2006 Exc Y+ Directie_X Seism - P100-1/2006 Exc Y+ Directie_Y Seism - P100-1/2006 Exc Y+ Directie_Z Modala Exc X-YSeism - P100-1/2006 Exc X-YDirectie_X Seism - P100-1/2006 Exc X-YDirectie_Y Seism - P100-1/2006 Exc X-YDirectie_Z Modala Exc X-Y+ Seism - P100-1/2006 Exc X-Y+ Directie_X Seism - P100-1/2006 Exc X-Y+ Directie_Y Seism - P100-1/2006 Exc X-Y+ Directie_Z Modala Exc X+YSeism - P100-1/2006 Exc X+YDirectie_X Seism - P100-1/2006 Exc X+YDirectie_Y Seism - P100-1/2006 Exc X+Yseismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D Modala Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Modala Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Modala Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Modala Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Modala Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Modala Seism - P1001/2006 Seism - P1001/2006 Seism - P100-

Data: 30/11/11

Pagina: 5

Directie_Z 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 Modala Exc X+Y+ Seism - P100-1/2006 Exc X+Y+ Directie_X Seism - P100-1/2006 Exc X+Y+ Directie_Y Seism - P100-1/2006 Exc X+Y+ Directie_Z Seism - P100-1/2006 Directie_X Seism - P100-1/2006 Directie_Y Seism - P100-1/2006 Directie_Z 1. * X 0.3 * Y 0.3 * Z 1. * X -0.3 * Y 0.3 * Z 1. * X -0.3 * Y -0.3 * Z 1. * X 0.3 * Y -0.3 * Z 0.3 * X 0.3 * Y 1. * Z 0.3 * X -0.3 * Y 1. * Z 0.3 * X -0.3 * Y -1. * Z 0.3 * X 0.3 * Y -1. * Z 1. * X 1. * Y 1. * Z 1. * X -1. * Y 1. * Z 1. * X -1. * Y -1. * Z 1. * X 1. * Y -1. * Z COMB13 COMB14 seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic seismic permanenta permanenta

1/2006 Modala Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Seism - P1001/2006 Combinatie liniara Combinatie liniara Combinatie liniara Combinatie liniara Combinatie liniara Combinatie liniara Combinatie liniara Combinatie liniara Combinatie patratica cu semn Combinatie patratica cu semn Combinatie patratica cu semn Combinatie patratica cu semn Combinatie liniara Combinatie

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D liniara

170

COMB15

permanenta

Combinatie liniara

Data: 30/11/11

Pagina: 7

nc?rc?ri - Valori

- Cazuri: 1la21 29la32 49la52 69la72 89la92 109la112 129la132 149la170

Caz 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Tipul de ncarcare ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p)

Lista 1 38 91 136 181 226 271 316 361 8 53 98 143 188 233 278 323 368 9 54 99 144 189 234 279 324 369 15 60 105 150 195

Valori ncarcare PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-342.74(daN/m) PZ1=-342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-342.74(daN/m) PZ1=-342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-342.74(daN/m) PZ1=-342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-342.74(daN/m) PZ1=-342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-342.74(daN/m) PZ1=-342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-342.74(daN/m) PZ1=-342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-342.74(daN/m) PZ1=-342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-85.68(daN/m) PZ1=-85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-85.68(daN/m) PZ1=-85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ=-171.37(daN/m) local relativ PZ=-342.74(daN/m) local relativ PZ=-342.74(daN/m) local relativ PZ=-342.74(daN/m) local relativ PZ=-342.74(daN/m) local relativ PZ=-342.74(daN/m) local relativ PZ=-342.74(daN/m) local relativ PZ=-342.74(daN/m) local relativ PZ=-171.37(daN/m) local relativ PZ2=-128.53(daN/m) PZ1=-128.53(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma 240 285 330 375 16 61 106 151 196 241 286 331 376 20 65 110 155 200 245 290 335 380 40 84 129 174 219 264 309 354 399 41 85 130 175 220 265 310 355 400 42 86 131

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-128.53(daN/m) PZ1=-128.53(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-149.95(daN/m) PZ1=-149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-149.95(daN/m) PZ1=-149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-128.53(daN/m) PZ1=-128.53(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-257.05(daN/m) PZ1=-257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-128.53(daN/m) PZ1=-128.53(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ=171.37(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=-13.21(daN/m) local relativ PZ=-26.41(daN/m) local relativ PZ=-26.41(daN/m) local relativ PZ=-26.41(daN/m) local relativ PZ=-26.41(daN/m) local relativ PZ=-26.41(daN/m) local relativ PZ=-26.41(daN/m) local relativ PZ=-26.41(daN/m) local relativ PZ=-13.21(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ

Data: 30/11/11

Pagina: 9

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma

176 221 266 311 356 401 43 87 132 177 222 267 312 357 402 46 90 135 180 225 270 315 360 405 1 38 91 136 181 226 271 316 361 8 53 98 143 188 233 278 323 368 9 54 99 144 189

PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ2=85.68(daN/m) PZ1=85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=85.68(daN/m) PZ1=85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=342.74(daN/m) PZ1=342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=342.74(daN/m) PZ1=342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=342.74(daN/m) PZ1=342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=342.74(daN/m) PZ1=342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=342.74(daN/m) PZ1=342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=342.74(daN/m) PZ1=342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=342.74(daN/m) PZ1=342.74(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ=85.68(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma 234 279 324 369 15 60 105 150 195 240 285 330 375 16 61 106 151 196 241 286 331 376 20 65 110 155 200 245 290 335 380 40 84 129 174 219 264 309

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=85.68(daN/m) local relativ PZ2=149.95(daN/m) PZ1=149.95(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=149.95(daN/m) PZ1=149.95(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=128.53(daN/m) PZ1=128.53(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=257.05(daN/m) PZ1=257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=257.05(daN/m) PZ1=257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=257.05(daN/m) PZ1=257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=257.05(daN/m) PZ1=257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=257.05(daN/m) PZ1=257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=257.05(daN/m) PZ1=257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=257.05(daN/m) PZ1=257.05(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=128.53(daN/m) PZ1=128.53(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=149.95(daN/m) PZ1=149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=149.95(daN/m) PZ1=149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ=128.53(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ

Data: 30/11/11

Pagina: 11

2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3

ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala

354 399 41 85 130 175 220 265 310 355 400 42 86 131 176 221 266 311 356 401 43 87 132 177 222 267 312 357 402 46 90 135 180 225 270 315 360 405 1 38 91 136 181 226 271 316 361 8 53 98 143 188

PZ=257.05(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=257.05(daN/m) local relativ PZ=128.53(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=342.74(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=14.91(daN/m) local relativ PZ=29.82(daN/m) local relativ PZ=29.82(daN/m) local relativ PZ=29.82(daN/m) local relativ PZ=29.82(daN/m) local relativ PZ=29.82(daN/m) local relativ PZ=29.82(daN/m) local relativ PZ=29.82(daN/m) local relativ PZ=14.91(daN/m) local relativ PZ=-2.89(daN/m) local relativ PZ=-5.78(daN/m) local relativ PZ=-5.78(daN/m) local relativ PZ=-5.78(daN/m) local relativ PZ=-5.78(daN/m) local relativ PZ=-5.78(daN/m) local relativ PZ=-5.78(daN/m) local relativ PZ=-5.78(daN/m) local relativ PZ=-2.89(daN/m) local relativ PZ2=85.68(daN/m) PZ1=85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=171.37(daN/m) PZ1=171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=85.68(daN/m) PZ1=85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-85.68(daN/m) PZ1=-85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa: (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-171.37(daN/m) PZ1=-171.37(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ2=-85.68(daN/m) PZ1=-85.68(daN/m) X2=1.000 X1=0.857 local fara proiectie relativ PZ=85.68(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=171.37(daN/m) local relativ PZ=85.68(daN/m) local relativ PZ2=-149.95(daN/m) PZ1=-149.95(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=-149.95(daN/m) PZ1=-149.95(daN/m) X2=1.000 X1=0.250 local fara proiectie relativ PZ2=149.95(daN/m) PZ1=149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=299.90(daN/m) PZ1=299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=149.95(daN/m) PZ1=149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-149.95(daN/m) PZ1=-149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

233 278 323 368 9 54 99 144 189 234 279 324 369 15 60 105 150 195 240 285 330 375 16 61 106 151 196 241 286 331 376 20 65 110 155 200 245

Data: 30/11/11

Pagina: 13

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4

(2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma

290 335 380 40 84 129 174 219 264 309 354 399 41 85 130 175 220 265 310 355 400 42 86 131 176 221 266 311 356 401 43 87 132 177 222 267 312 357 402 46 90 135 180 225 270 315 360 405 40 84 129 174 219 264 309 354 399 41 85 130 175

X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-299.90(daN/m) PZ1=-299.90(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ2=-149.95(daN/m) PZ1=-149.95(daN/m) X2=1.000 X1=0.500 local fara proiectie relativ PZ=149.95(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=299.90(daN/m) local relativ PZ=149.95(daN/m) local relativ PZ=-593.75(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa: 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma 220 265 310 355 400 42 86 131 176 221 266 311 356 401 43 87 132 177 222 267 312 357 402 46 90 135 180 225 270 315 360 405 40 84 129 174 219 264 309 354 399 41 85 130 175 220 265 310 355 400 42 86 131 176 221 266

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-1187.50(daN/m) proiectat relativ PZ=-593.75(daN/m) proiectat relativ PZ=-445.31(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-445.31(daN/m) proiectat relativ PZ2=-1781.25(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-3562.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-3562.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-3562.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-3562.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-3562.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-3562.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-3562.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1781.25(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ=-742.19(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ

Data: 30/11/11

Pagina: 15

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6

ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma

311 356 401 43 87 132 177 222 267 312 357 402 43 87 132 177 222 267 312 357 402 46 90 135 180 225 270 315 360 405 40 84 129 174 219 264 309 354

PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-742.19(daN/m) proiectat relativ PZ2=-593.75(daN/m) PZ1=-2137.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-4275.00(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-4275.00(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-4275.00(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-4275.00(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-4275.00(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-4275.00(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-4275.00(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-593.75(daN/m) PZ1=-2137.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-593.75(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-593.75(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-964.81(daN/m) PZ1=-1193.15(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1929.62(daN/m) PZ1=-2386.31(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1929.62(daN/m) PZ1=-2386.31(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1929.62(daN/m) PZ1=-2386.31(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1929.62(daN/m) PZ1=-2386.31(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1929.62(daN/m) PZ1=-2386.31(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1929.62(daN/m) PZ1=-2386.31(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1929.62(daN/m) PZ1=-2386.31(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-964.81(daN/m) PZ1=-1193.15(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ=-742.19(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ PZ=-1484.38(daN/m) proiectat relativ

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa: 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare uniforma ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala 399 41 85 130 175 220 265 310 355 400 42 86 131 176 221 266 311 356 401 43 87 132 177 222 267 312 357 402 43 87 132 177 222 267 312 357 402 46

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D PZ=-742.19(daN/m) proiectat relativ PZ2=-2137.50(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-4275.00(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-4275.00(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-4275.00(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-4275.00(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-4275.00(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-4275.00(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-4275.00(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-2137.50(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ=-445.31(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-890.63(daN/m) proiectat relativ PZ=-445.31(daN/m) proiectat relativ PZ2=-593.75(daN/m) PZ1=-1781.25(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-3562.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-3562.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-3562.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-3562.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-3562.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-3562.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-3562.50(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-593.75(daN/m) PZ1=-1781.25(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-593.75(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-1187.50(daN/m) PZ1=-1187.50(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-593.75(daN/m) PZ1=-593.75(daN/m) X2=1.000 X1=1.000 global proiectat relativ PZ2=-768.78(daN/m) PZ1=-876.49(daN/m) X2=1.000

Data: 30/11/11

Pagina: 17

6 6 6 6 6 6 6 6 7

(2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) ncarcare trapezoidala (2p) (EF) uniform pe suprafata

90 135 180 225 270 315 360 405 1371la138 6 1399la141 4 1427la144 2 1455la147 0 1483la149 8 1511la152 6 1539la155 4 1567la158 2 1055la105 7 1076la108 1 1100la110 5 1124la112 9 1148la115 3 1172la117 7 1196la120 1 1220la122 5 1244la124 6 1059la107 4 1083la109 8 1107la112 2 1131la114 6 1155la117 0 1179la119 4 1203la121 8 1227la124

X1=0.0 global proiectat relativ PZ2=-1537.56(daN/m) PZ1=-1752.98(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1537.56(daN/m) PZ1=-1752.98(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1537.56(daN/m) PZ1=-1752.98(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1537.56(daN/m) PZ1=-1752.98(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1537.56(daN/m) PZ1=-1752.98(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1537.56(daN/m) PZ1=-1752.98(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-1537.56(daN/m) PZ1=-1752.98(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ2=-768.78(daN/m) PZ1=-876.49(daN/m) X2=1.000 X1=0.0 global proiectat relativ PZ=-35.00(daN/m2)

(EF) uniform pe suprafata

PZ=-35.00(daN/m2)

(EF) uniform pe suprafata

PZ=-70.00(daN/m2)

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa: 2 672 696la902 1la405 407la409 416la418 420la423 430la432 434la436 438la495 428 520la672 696la1046 1055la124 6 1263la178 2 1784la179 1 1793la180 6 1059la107 4 1083la109 8 1107la112 2 1131la114 6 1155la117 0 1179la119 4 1203la121 8 1227la124 2 672 696la902

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

7 7

(EF) uniform pe suprafata greutate proprie

PZ=-250.00(daN/m2) PZ Negativ Factor=1.00

(EF) uniform pe suprafata

PZ=-500.00(daN/m2)

(EF) uniform pe suprafata

PZ=-500.00(daN/m2)

Data: 30/11/11

Pagina: 19

ncarcari zapada/vnt - valori

VALORILE NCARCARILOR DIN ZAPADA SI VNT conform STAS 10101/20-90/21-92NCARCARI DIN VNT Caz de ncarcare : Vnt: din stngabara : 9 bara : 41 bara : 40 bara : 42 bara : 43 bara : 46 bara : 1 bara : 16 bara : 20 bara : 15 bara : 8 P : -342.74 daN/m P : -26.41 daN/m P : 342.74 daN/m P : 257.05 daN/m P : 257.05 daN/m P : 257.05 daN/m P : de la -342.74 daN/m P : de la -299.90 daN/m P : de la -257.05 daN/m P : de la -257.05 daN/m P : de la -171.37 daN/m pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara la x = 0.857 la x = 0.500 la x = 0.500 la x = 0.250 la x = 0.857

la -342.74 daN/m la -299.90 daN/m la -257.05 daN/m la -257.05 daN/m la -171.37 daN/m

la x = la x = la x = la x = la x =

1.000 1.000 1.000 1.000 1.000

Caz de ncarcare : Vnt: din dreaptabara : 9 bara : 41 bara : 40 bara : 42 bara : 43 bara : 46 bara : 1 bara : 16 bara : 20 bara : 15 bara : 8 P : 171.37 daN/m P : 257.05 daN/m P : 257.05 daN/m P : 342.74 daN/m P : 29.82 daN/m P : -5.78 daN/m P : de la 171.37 daN/m P : de la 257.05 daN/m P : de la 299.90 daN/m P : de la 299.90 daN/m P : de la 342.74 daN/m pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara la x = 0.857 la x = 0.500 la x = 0.500 la x = 0.250 la x = 0.857

la la la la la

171.37 daN/m 257.05 daN/m 299.90 daN/m 299.90 daN/m 342.74 daN/m

la x = la x = la x = la x = la x =

1.000 1.000 1.000 1.000 1.000

Caz de ncarcare : Vnt: din fatabara : 9 bara : 41 bara : 40 bara : 42 bara : 43 bara : 46 bara : 1 bara : 16 bara : 20 bara : 15 bara : 8 P : 171.37 daN/m P : 299.90 daN/m P : 299.90 daN/m P : 299.90 daN/m P : 299.90 daN/m P : 299.90 daN/m P : de la 171.37 daN/m P : de la 299.90 daN/m P : de la -299.90 daN/m P : de la -299.90 daN/m P : de la -171.37 daN/m pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara la x = 0.857 la x = 0.500 la x = 0.500 la x = 0.250 la x = 0.857

la 171.37 daN/m la 299.90 daN/m la -299.90 daN/m la -299.90 daN/m la -171.37 daN/m

la x = la x = la x = la x = la x =

1.000 1.000 1.000 1.000 1.000

NCARCARI ZAPADA

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

Caz de ncarcare : Zapada - caz simplubara : 41 bara : 40 bara : 42 bara : 43 bara : 46 P :-1187.50 daN/m P :-1187.50 daN/m P :-1187.50 daN/m P :-1187.50 daN/m P :-1187.50 daN/m pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara pe ntreaga bara

Caz de ncarcare : Zapada - redistributie: vnt din stngabara : 40 bara : 42 bara : 41 bara : 43 bara : 46 P :-890.63 daN/m P :-1484.38 daN/m P : de la -1187.50 daN/m P : de la -4275.00 daN/m P : de la -1187.50 daN/m P : de la -2386.31 daN/m pe ntreaga bara pe ntreaga bara la x = 0.000 la x = 0.000 la x = 1.000 la x = 0.000 la -3562.50 daN/m la -1187.50 daN/m la -1187.50 daN/m la -1929.62 daN/m la x = la x = la x = la x = 1.000 1.000 1.000 1.000

Caz de ncarcare : Zapada - redistributie: vnt din dreaptbara : 40 bara : 42 bara : 41 bara : 43 bara : 46 P :-1484.38 daN/m P :-890.63 daN/m P : de la -1187.50 daN/m P : de la -3562.50 daN/m P : de la -1187.50 daN/m P : de la -1752.98 daN/m pe ntreaga bara pe ntreaga bara la x = 0.000 la x = 0.000 la x = 1.000 la x = 0.000 la -4275.00 daN/m la -1187.50 daN/m la -1187.50 daN/m la -1537.56 daN/m la x = la x = la x = la x = 1.000 1.000 1.000 1.000

Data: 30/11/11

Pagina: 21

ncarcari zapada/vnt - parametri

CALCUL NCARCARI ZAPADA/VNT conform STAS 10101/20-90/21-92DIMENSIUNI STRUCTURAnaltime: Lungime: Acoperisuri izolate: Latime segment calcul: naltime (vnt): Nivel referinta: 13.800 m 38.000 m Oprit 4.750 m 10.800 m 0.000 m

DATE VNTZona: Tip localizare: Acoperis multiplu: Beta: gV: Permeabilitate partea stnga: partea dreapta: fata: spate: 0.000 % 0.000 % 0.000 % 0.000 % C I Ch : 1.025 pornit 1.600 55.00 daN/m2

REZULTATE PENTRU VNT Caz ncarcare: Vnt: din stngaBara: 1 x0 : x0 : Bara: 9 x0 : x0 : Bara: 41 x0 : Bara: 16 x0 : Bara: 40 x0 : Bara: 42 x0 : Bara: 20 0.000 0.857 0.000 0.714 0.000 0.500 0.000 0.000 x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : 0.857 1.000 0.714 1.000 1.000 1.000 1.000 1.000 Cn0 : Cn0 : Cn0 : Cn0 : Cn0 : Cn0 : 0.000 0.800 0.000 0.800 0.062 0.700 Cn1 : Cn1 : Cn1 : Cn1 : Cn1 : Cn1 : 0.000 0.800 0.000 0.800 0.062 0.700 P0 : 0.00 P0 : 342.74 P0 : 0.00 P0 : 342.74 P0 : 26.41 P1 : 0.00 P1 : 342.74 P1 : 0.00 P1 : 342.74 P1 : 26.41

P0 : 299.90 P0 :-342.74 P0 :-257.05

P1 : 299.90 P1 :-342.74 P1 :-257.05

Cn0 : -0.800 Cn0 : -0.600

Cn1 : -0.800 Cn1 : -0.600

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

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x0 : Bara: 43 x0 : Bara: 15 x0 : Bara: 46 x0 : Bara: 8 x0 : x0 :

1.000 0.000 1.000 0.000 1.000 0.857

x1 : x1 : x1 : x1 : x1 : x1 :

0.500 1.000 0.250 1.000 0.857 0.000

Cn0 : -0.600 Cn0 : -0.600 Cn0 : -0.600 Cn0 : -0.600 Cn0 : -0.400 Cn0 : 0.000

Cn1 : -0.600 Cn1 : -0.600 Cn1 : -0.600 Cn1 : -0.600 Cn1 : -0.400 Cn1 : 0.000

P0 :-257.05 P0 :-257.05 P0 :-257.05 P0 :-257.05 P0 :-171.37 P0 : 0.00

P1 :-257.05 P1 :-257.05 P1 :-257.05 P1 :-257.05 P1 :-171.37 P1 : 0.00

Caz ncarcare: Vnt: din dreaptaBara: 1 x0 : x0 : Bara: 9 x0 : x0 : Bara: 41 x0 : Bara: 16 x0 : Bara: 40 x0 : Bara: 42 x0 : Bara: 20 x0 : Bara: 43 x0 : Bara: 15 x0 : Bara: 46 x0 : Bara: 8 x0 : x0 : 0.000 0.857 0.000 0.714 0.000 0.500 0.000 0.000 1.000 0.000 1.000 0.000 1.000 0.857 x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : 0.857 1.000 0.714 1.000 1.000 1.000 1.000 1.000 0.500 1.000 0.250 1.000 0.857 0.000 Cn0 : 0.000 Cn0 : -0.400 Cn0 : 0.000 Cn0 : -0.400 Cn0 : -0.600 Cn0 : -0.600 Cn0 : -0.600 Cn0 : -0.800 Cn0 : 0.700 Cn1 : 0.000 Cn1 : -0.400 Cn1 : 0.000 Cn1 : -0.400 Cn1 : -0.600 Cn1 : -0.600 Cn1 : -0.600 Cn1 : -0.800 Cn1 : 0.700 P0 : 0.00 P0 :-171.37 P0 : 0.00 P0 :-171.37 P0 :-257.05 P0 :-257.05 P0 :-257.05 P0 :-342.74 P0 : 299.90 P0 : -29.82 P0 : 299.90 P0 : 5.78 P1 : 0.00 P1 :-171.37 P1 : 0.00 P1 :-171.37 P1 :-257.05 P1 :-257.05 P1 :-257.05 P1 :-342.74 P1 : 299.90 P1 : -29.82 P1 : 299.90 P1 : 5.78

Cn0 : -0.070 Cn0 : Cn0 : Cn0 : Cn0 : 0.700 0.013 0.800 0.000

Cn1 : -0.070 Cn1 : Cn1 : Cn1 : Cn1 : 0.700 0.013 0.800 0.000

P0 : 342.74 P0 : 0.00

P1 : 342.74 P1 : 0.00

Caz ncarcare: Vnt: din fataBara: 1 x0 : x0 : Bara: 9 x0 : x0 : Bara: 41 x0 : Bara: 16 x0 : Bara: 40 x0 : Bara: 42 x0 : 0.000 0.857 0.000 0.714 0.000 0.500 0.000 0.000 x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : 0.857 1.000 0.714 1.000 1.000 1.000 1.000 1.000 Cn0 : 0.000 Cn0 : -0.400 Cn0 : 0.000 Cn0 : -0.400 Cn0 : -0.700 Cn0 : -0.700 Cn0 : -0.700 Cn0 : -0.700 Cn1 : 0.000 Cn1 : -0.400 Cn1 : 0.000 Cn1 : -0.400 Cn1 : -0.700 Cn1 : -0.700 Cn1 : -0.700 Cn1 : -0.700 P0 : 0.00 P0 :-171.37 P0 : 0.00 P0 :-171.37 P0 :-299.90 P0 :-299.90 P0 :-299.90 P0 :-299.90 P1 : 0.00 P1 :-171.37 P1 : 0.00 P1 :-171.37 P1 :-299.90 P1 :-299.90 P1 :-299.90 P1 :-299.90

Data: 30/11/11

Pagina: 23

Bara: 20 x0 : Bara: 43 x0 : Bara: 15 x0 : Bara: 46 x0 : Bara: 8 x0 : x0 :

1.000 0.000 1.000 0.000 1.000 0.857

x1 : x1 : x1 : x1 : x1 : x1 :

0.500 1.000 0.250 1.000 0.857 0.000

Cn0 : -0.700 Cn0 : -0.700 Cn0 : -0.700 Cn0 : -0.700 Cn0 : -0.400 Cn0 : 0.000

Cn1 : -0.700 Cn1 : -0.700 Cn1 : -0.700 Cn1 : -0.700 Cn1 : -0.400 Cn1 : 0.000

P0 :-299.90 P0 :-299.90 P0 :-299.90 P0 :-299.90 P0 :-171.37 P0 : 0.00

P1 :-299.90 P1 :-299.90 P1 :-299.90 P1 :-299.90 P1 :-171.37 P1 : 0.00

DATE ZAPADAZona: Perioada: Altitudine: Redistributie zapada: gz : ce : E 50 0.000 m pornit 250.00 daN/m2 1.000

REZULTATE PENTRU ZAPADA Caz ncarcare: Zapada - caz simpluBara: 1 Bara: 9 Bara: 41 Bara: 16 Bara: 40 Bara: 42 Bara: 20 Bara: 43 Bara: 15 Bara: 46 Bara: 8 x0 : x0 : x0 : x0 : x0 : x0 : x0 : x0 : x0 : x0 : x0 : 0.000 0.000 0.000 0.500 0.000 0.000 1.000 0.000 1.000 0.000 1.000 x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : 1.000 1.000 1.000 1.000 1.000 1.000 0.500 1.000 0.250 1.000 0.000 C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : 0.000 0.000 1.000 0.000 1.000 1.000 0.000 1.000 0.000 1.000 0.000 Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : 0.000 0.000 1.000 0.000 1.000 1.000 0.000 1.000 0.000 1.000 0.000 PZ0 : 0.00 PZ0 : 0.00 PZ0 :1187.50 PZ0 : 0.00 PZ0 :1187.50 PZ0 :1187.50 PZ0 : 0.00 PZ0 :1187.50 PZ0 : 0.00 PZ0 :1187.50 PZ0 : 0.00 PZ1 : 0.00 PZ1 : 0.00 PZ1 :1187.50 PZ1 : 0.00 PZ1 :1187.50 PZ1 :1187.50 PZ1 : 0.00 PZ1 :1187.50 PZ1 : 0.00 PZ1 :1187.50 PZ1 : 0.00

Caz ncarcare: Zapada - redistributie: vnt din stngaBara: 1 x0 : Bara: 9 x0 : Bara: 41 x0 : Bara: 16 x0 : Bara: 40 x0 : Bara: 42 x0 : Bara: 20 x0 : Bara: 43 x0 : x0 : 1.000 Bara: 15 x0 : Bara: 46 x0 : Bara: 8 x0 : 0.000 0.000 0.000 0.500 0.000 0.000 1.000 0.000 1.000 0.000 1.000 x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : 1.000 1.000 1.000 1.000 1.000 1.000 0.500 1.000 1.000 0.250 1.000 0.000 C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : 0.000 0.000 1.000 0.000 0.750 1.250 0.000 3.600 1.000 0.000 2.010 0.000 Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : 0.000 0.000 3.000 0.000 0.750 1.250 0.000 1.000 1.000 0.000 1.625 0.000 PZ0 : 0.00 PZ0 : 0.00 PZ0 :1187.50 PZ0 : 0.00 PZ0 : 890.63 PZ0 :1484.38 PZ0 : 0.00 PZ0 :4275.00 PZ0 :1187.50 PZ0 : 0.00 PZ0 :2386.31 PZ0 : 0.00 PZ1 : 0.00 PZ1 : 0.00 PZ1 :3562.50 PZ1 : 0.00 PZ1 : 890.63 PZ1 :1484.38 PZ1 : 0.00 PZ1 :1187.50 PZ1 :1187.50 PZ1 : 0.00 PZ1 :1929.62 PZ1 : 0.00

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

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Caz ncarcare: Zapada - redistributie: vnt din dreaptBara: 1 x0 : Bara: 9 x0 : Bara: 41 x0 : Bara: 16 x0 : Bara: 40 x0 : Bara: 42 x0 : Bara: 20 x0 : Bara: 43 x0 : x0 : 1.000 Bara: 15 x0 : Bara: 46 x0 : Bara: 8 x0 : 0.000 0.000 0.000 0.500 0.000 0.000 1.000 0.000 1.000 0.000 1.000 x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : x1 : 1.000 1.000 1.000 1.000 1.000 1.000 0.500 1.000 1.000 0.250 1.000 0.000 C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : C z0 : 0.000 0.000 1.000 0.000 1.250 0.750 0.000 3.000 1.000 0.000 1.476 0.000 Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : Cz1 : 0.000 0.000 3.600 0.000 1.250 0.750 0.000 1.000 1.000 0.000 1.295 0.000 PZ0 : 0.00 PZ0 : 0.00 PZ0 :1187.50 PZ0 : 0.00 PZ0 :1484.38 PZ0 : 890.63 PZ0 : 0.00 PZ0 :3562.50 PZ0 :1187.50 PZ0 : 0.00 PZ0 :1752.98 PZ0 : 0.00 PZ1 : 0.00 PZ1 : 0.00 PZ1 :4275.00 PZ1 : 0.00 PZ1 :1484.38 PZ1 : 890.63 PZ1 : 0.00 PZ1 :1187.50 PZ1 :1187.50 PZ1 : 0.00 PZ1 :1537.56 PZ1 : 0.00

Data: 30/11/11

Pagina: 25

GRINZI PARTER CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 201 Grinda_201 PUNCT: 3 COORDONATA: x = 1.00 L = 5.000 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 168 COMB13 7*1.35+(8+4)*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: IPE 360 h=36.0 cm gM0=1.00 gM1=1.00 b=17.0 cm Ay=48.84 cm2 Az=35.14 cm2 Ax=72.73 cm2 tw=0.8 cm Iy=16265.60 cm4 Iz=1043.45 cm4 Ix=36.20 cm4 tf=1.3 cm Wply=1019.22 cm3 Wplz=191.10 cm3 ---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = -438.73 daN My,Ed = -11502.35 daN*m Mz,Ed = -0.00 daN*m Vy,Ed = 0.00 daN Nt,Rd = 152731.32 daN My,pl,Rd = 21403.62 daN*m Mz,pl,Rd = 4013.18 daN*m Tau,y,max,Ed = 0.00 daN/cm2 My,c,Rd = 21403.62 daN*m Mz,c,Rd = 4013.18 daN*m = -11274.39 daN My,N,Rd = 21403.62 daN*m Mz,N,Rd = 4013.18 daN*m Tau,z,max,Ed = -439.83 daN/cm2 Mb,Rd = 12836.77 daN*m Tt,Ed = 0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------z = 1.00 PARAMETRI FLAMBAJ LATERAL: Mcr = 17961.94 daN*m Lam_LT = 1.09 Curba,LT - c fi,LT = 1.12 XLT = 0.58 XLT,mod = 0.60

Vz,Ed

Lcr,low=5.000 m

---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Dupa axa Z:

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

DEPLASARI LIMITA Sageti uy = 0.0 cm < uy max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 uz = 0.3 cm < uz max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 Deplasari Necalculat ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 202 Grinda_202 PUNCT: 1 COORDONATA: x = 0.00 L = 0.000 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 168 COMB13 7*1.35+(8+4)*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: IPE 360 h=36.0 cm gM0=1.00 gM1=1.00 b=17.0 cm Ay=48.84 cm2 Az=35.14 cm2 Ax=72.73 cm2 tw=0.8 cm Iy=16265.60 cm4 Iz=1043.45 cm4 Ix=36.20 cm4 tf=1.3 cm Wply=1019.22 cm3 Wplz=191.10 cm3 ---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = -1225.76 daN My,Ed = -10996.17 daN*m Mz,Ed = 0.00 daN*m Vy,Ed = 0.00 daN Nt,Rd = 152731.32 daN My,pl,Rd = 21403.62 daN*m Mz,pl,Rd = 4013.18 daN*m Tau,y,max,Ed = 0.00 daN/cm2 My,c,Rd = 21403.62 daN*m Mz,c,Rd = 4013.18 daN*m = 10549.45 daN My,N,Rd = 21403.62 daN*m Mz,N,Rd = 4013.18 daN*m Tau,z,max,Ed = 411.54 daN/cm2 Mb,Rd = 12836.77 daN*m Tt,Ed = -0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------z = 1.00 PARAMETRI FLAMBAJ LATERAL: Mcr = 17961.94 daN*m Curba,LT - c XLT = 0.58

Vz,Ed

Data: 30/11/11

Pagina: 27

Lcr,low=5.000 m

Lam_LT = 1.09

fi,LT = 1.12

XLT,mod = 0.60

---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Dupa axa Z:

---------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nt,Rd = 0.01 < 1.00 (6.2.3.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.26 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.34 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: My,Ed/Mb,Rd = 0.86 < 1.00 (6.3.2.1.(1)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti uy = 0.0 cm < uy max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 uz = 0.2 cm < uz max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /29/ 2*1.00 + 6*1.00 + 7*1.00 + 8*1.00 Deplasari Necalculat ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

gM1=1.00 Az=35.14 cm2 Iz=1043.45 cm4

Ax=72.73 cm2 Ix=36.20 cm4

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

tf=1.3 cm Wply=1019.22 cm3 Wplz=191.10 cm3 ---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = -1496.68 daN My,Ed = -10813.29 daN*m Mz,Ed = -0.00 daN*m Vy,Ed = 0.00 daN Nt,Rd = 152731.32 daN My,pl,Rd = 21403.62 daN*m Mz,pl,Rd = 4013.18 daN*m Tau,y,max,Ed = 0.00 daN/cm2 My,c,Rd = 21403.62 daN*m Mz,c,Rd = 4013.18 daN*m = -10580.45 daN My,N,Rd = 21403.62 daN*m Mz,N,Rd = 4013.18 daN*m Tau,z,max,Ed = -412.75 daN/cm2 Mb,Rd = 12836.77 daN*m Tt,Ed = 0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------z = 1.00 PARAMETRI FLAMBAJ LATERAL: Mcr = 17961.94 daN*m Lam_LT = 1.09 Curba,LT - c fi,LT = 1.12 XLT = 0.58 XLT,mod = 0.60

Vz,Ed

Lcr,low=5.000 m

---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Dupa axa Z:

---------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nt,Rd = 0.01 < 1.00 (6.2.3.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.26 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.34 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: My,Ed/Mb,Rd = 0.84 < 1.00 (6.3.2.1.(1)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti uy = 0.0 cm < uy max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 uz = 0.2 cm < uz max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 Deplasari Necalculat ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

Data: 30/11/11

Pagina: 29

TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 204 Grinda_204 PUNCT: 3 COORDONATA: x = 1.00 L = 5.000 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 170 COMB15 (6+8)*1.50+7*1.35 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: IPE 360 h=36.0 cm gM0=1.00 gM1=1.00 b=17.0 cm Ay=48.84 cm2 Az=35.14 cm2 Ax=72.73 cm2 tw=0.8 cm Iy=16265.60 cm4 Iz=1043.45 cm4 Ix=36.20 cm4 tf=1.3 cm Wply=1019.22 cm3 Wplz=191.10 cm3 ---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = -1466.61 daN My,Ed = -10591.81 daN*m Mz,Ed = -0.00 daN*m Vy,Ed = 0.00 daN Nt,Rd = 152731.32 daN My,pl,Rd = 21403.62 daN*m Mz,pl,Rd = 4013.18 daN*m Tau,y,max,Ed = 0.00 daN/cm2 My,c,Rd = 21403.62 daN*m Mz,c,Rd = 4013.18 daN*m = -10485.27 daN My,N,Rd = 21403.62 daN*m Mz,N,Rd = 4013.18 daN*m Tau,z,max,Ed = -409.04 daN/cm2 Mb,Rd = 12836.77 daN*m Tt,Ed = -0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------z = 1.00 PARAMETRI FLAMBAJ LATERAL: Mcr = 17961.94 daN*m Lam_LT = 1.09 Curba,LT - c fi,LT = 1.12 XLT = 0.58 XLT,mod = 0.60

Vz,Ed

Lcr,low=5.000 m

---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Dupa axa Z:

---------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nt,Rd = 0.01 < 1.00 (6.2.3.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.24 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.34 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: My,Ed/Mb,Rd = 0.83 < 1.00 (6.3.2.1.(1)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti uy = 0.0 cm < uy max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

uz = 0.2 cm < uz max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 Deplasari Necalculat ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 205 Grinda_205 PUNCT: 3 COORDONATA: x = 1.00 L = 5.000 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 168 COMB13 7*1.35+(8+4)*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: IPE 360 h=36.0 cm gM0=1.00 gM1=1.00 b=17.0 cm Ay=48.84 cm2 Az=35.14 cm2 Ax=72.73 cm2 tw=0.8 cm Iy=16265.60 cm4 Iz=1043.45 cm4 Ix=36.20 cm4 tf=1.3 cm Wply=1019.22 cm3 Wplz=191.10 cm3 ---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = -1209.51 daN My,Ed = -11139.96 daN*m Mz,Ed = -0.01 daN*m Vy,Ed = 0.01 daN Nt,Rd = 152731.32 daN My,pl,Rd = 21403.62 daN*m Mz,pl,Rd = 4013.18 daN*m Tau,y,max,Ed = 0.00 daN/cm2 My,c,Rd = 21403.62 daN*m Mz,c,Rd = 4013.18 daN*m = -10650.76 daN My,N,Rd = 21403.62 daN*m Mz,N,Rd = 4013.18 daN*m Tau,z,max,Ed = -415.50 daN/cm2 Mb,Rd = 12836.77 daN*m Tt,Ed = -0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------z = 1.00 PARAMETRI FLAMBAJ LATERAL: Mcr = 17961.94 daN*m Lam_LT = 1.09 Curba,LT - c fi,LT = 1.12 XLT = 0.58 XLT,mod = 0.60

Vz,Ed

Lcr,low=5.000 m

---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Dupa axa Z:

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

Data: 30/11/11

Pagina: 31

FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nt,Rd = 0.01 < 1.00 (6.2.3.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.27 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.34 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: My,Ed/Mb,Rd = 0.87 < 1.00 (6.3.2.1.(1)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti uy = 0.0 cm < uy max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 uz = 0.2 cm < uz max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /28/ 2*1.00 + 5*1.00 + 7*1.00 + 8*1.00 Deplasari Necalculat ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 206 Grinda_206 PUNCT: 1 COORDONATA: x = 0.00 L = 0.000 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 168 COMB13 7*1.35+(8+4)*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: IPE 360 h=36.0 cm gM0=1.00 gM1=1.00 b=17.0 cm Ay=48.84 cm2 Az=35.14 cm2 Ax=72.73 cm2 tw=0.8 cm Iy=16265.60 cm4 Iz=1043.45 cm4 Ix=36.20 cm4 tf=1.3 cm Wply=1019.22 cm3 Wplz=191.10 cm3 ---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = -455.01 daN My,Ed = -10375.14 daN*m Mz,Ed = -0.02 daN*m Vy,Ed = -0.01 daN Nt,Rd = 152731.32 daN My,pl,Rd = 21403.62 daN*m Mz,pl,Rd = 4013.18 daN*m Tau,y,max,Ed = -0.00 daN/cm2 My,c,Rd = 21403.62 daN*m Mz,c,Rd = 4013.18 daN*m = 10562.09 daN

Vz,Ed

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

Tt,Ed = 0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------z = 1.00 PARAMETRI FLAMBAJ LATERAL: Mcr = 17961.94 daN*m Lam_LT = 1.09 Curba,LT - c fi,LT = 1.12 XLT = 0.58 XLT,mod = 0.60

My,N,Rd = 21403.62 daN*m Tau,z,max,Ed = 412.04 daN/cm2 Mb,Rd = 12836.77 daN*m

Mz,N,Rd = 4013.18 daN*m

Lcr,low=5.000 m

---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Dupa axa Z:

---------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nt,Rd = 0.00 < 1.00 (6.2.3.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.23 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.34 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: My,Ed/Mb,Rd = 0.81 < 1.00 (6.3.2.1.(1)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti uy = 0.0 cm < uy max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 uz = 0.2 cm < uz max = L/200.00 = 2.5 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 Deplasari Necalculat ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

Data: 30/11/11

Pagina: 33

MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: IPE 360 h=36.0 cm gM0=1.00 gM1=1.00 b=17.0 cm Ay=48.84 cm2 Az=35.14 cm2 Ax=72.73 cm2 tw=0.8 cm Iy=16265.60 cm4 Iz=1043.45 cm4 Ix=36.20 cm4 tf=1.3 cm Wply=1019.22 cm3 Wplz=191.10 cm3 ---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = 1068.15 daN My,Ed = -5372.23 daN*m Mz,Ed = -0.00 daN*m Vy,Ed = -0.00 daN Nc,Rd = 152731.32 daN My,pl,Rd = 21403.62 daN*m Mz,pl,Rd = 4013.18 daN*m Tau,y,max,Ed = -0.00 daN/cm2 Nb,Rd = 152731.32 daN My,c,Rd = 21403.62 daN*m Mz,c,Rd = 4013.18 daN*m = 6268.00 daN My,N,Rd = 21403.62 daN*m Mz,N,Rd = 4013.18 daN*m Tau,z,max,Ed = 244.52 daN/cm2 Mb,Rd = 20323.74 daN*m Tt,Ed = -0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------z = 1.00 PARAMETRI FLAMBAJ LATERAL: Mcr = 75442.04 daN*m Lam_LT = 0.53 Curba,LT - c fi,LT = 0.64 XLT = 0.93 XLT,mod = 0.95

Vz,Ed

Lcr,low=2.000 m

---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Z: kyy = 1.00 kzz = 1.00 ---------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nc,Rd = 0.01 < 1.00 (6.2.4.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.06 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.20 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: My,Ed/Mb,Rd = 0.26 < 1.00 (6.3.2.1.(1)) N,Ed/(Xy*N,Rk/gM1) + kyy*My,Ed/(XLT*My,Rk/gM1) + kyz*Mz,Ed/(Mz,Rk/gM1) = 0.27 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*My,Ed/(XLT*My,Rk/gM1) + kzz*Mz,Ed/(Mz,Rk/gM1) = 0.27 < 1.00 (6.3.3.(4)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti uy = 0.0 cm < uy max = L/200.00 = 1.0 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 uz = 0.0 cm < uz max = L/200.00 = 1.0 cm Verificat Caz ncarcare decisiv: 16 SLEN /10/ 2*1.00 + 7*1.00 + 8*1.00 Deplasari Necalculat Dupa axa Y:

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

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

Sectiune OK !!!

STALPI PARTER CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 181 Coloana_181 PUNCT: 3 COORDONATA: x = 1.00 L = 3.500 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 170 COMB15 (6+8)*1.50+7*1.35 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: HEA 260 h=25.0 cm gM0=1.00 b=26.0 cm tw=0.8 cm tf=1.3 cm Ay=73.54 cm2 Iy=10455.00 cm4 Wply=919.86 cm3

gM1=1.00 Az=28.76 cm2 Iz=3667.56 cm4 Wplz=430.18 cm3 Ax=86.82 cm2 Ix=46.30 cm4

---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = 22621.50 daN My,Ed = -3284.73 daN*m Mz,Ed = 0.01 daN*m Vy,Ed = -0.00 daN Nc,Rd = 182320.74 daN My,pl,Rd = 19317.00 daN*m Mz,pl,Rd = 9033.76 daN*m Tau,y,max,Ed = -0.00 daN/cm2 Nb,Rd = 149353.72 daN My,c,Rd = 19317.00 daN*m Mz,c,Rd = 9033.76 daN*m = -1387.33 daN My,N,Rd = 19317.00 daN*m Mz,N,Rd = 9033.76 daN*m Tau,z,max,Ed = -80.55 daN/cm2 Tt,Ed = 0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ LATERAL:

Vz,Ed

Data: 30/11/11

Pagina: 35

Lamy = 31.89 kyy = 0.68 Lamz = 53.85 kyz = 0.38 ---------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nc,Rd = 0.12 < 1.00 (6.2.4.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.03 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.07 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: Lambda,y = 31.89 < Lambda,max = 210.00 Lambda,z = 53.85 < Lambda,max = 210.00 STABIL N,Ed/(Xy*N,Rk/gM1) + kyy*My,Ed/(XLT*My,Rk/gM1) + kyz*Mz,Ed/(Mz,Rk/gM1) = 0.25 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*My,Ed/(XLT*My,Rk/gM1) + kzz*Mz,Ed/(Mz,Rk/gM1) = 0.21 < 1.00 (6.3.3.(4)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti Necalculat Deplasari vx = 0.1 cm < vx max = L/150.00 = 2.3 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 vy = 0.0 cm < vy max = L/150.00 = 2.3 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

gM1=1.00 Az=28.76 cm2 Ax=86.82 cm2

Autodesk Robot Structural Analysis Professional 2011 Autor: Adresa:

Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D

tw=0.8 cm tf=1.3 cm

Iy=10455.00 cm4 Wply=919.86 cm3

Iz=3667.56 cm4 Wplz=430.18 cm3

Ix=46.30 cm4

---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = 58803.76 daN My,Ed = 581.09 daN*m Mz,Ed = 0.01 daN*m Vy,Ed = -0.00 daN Nc,Rd = 182320.74 daN My,pl,Rd = 19317.00 daN*m Mz,pl,Rd = 9033.76 daN*m Tau,y,max,Ed = -0.00 daN/cm2 Nb,Rd = 149353.72 daN My,c,Rd = 19317.00 daN*m Mz,c,Rd = 9033.76 daN*m = 274.53 daN My,N,Rd = 14967.52 daN*m Mz,N,Rd = 8952.03 daN*m Tau,z,max,Ed = 15.94 daN/cm2 Tt,Ed = 0.00 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ LATERAL: ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Ly = 3.500 m Lcr,y = 3.500 m Lam_y = 0.32 Xy = 0.96 Lz = 3.500 m Lcr,z = 3.500 m Dupa axa Z: Lam_z = 0.54 Xz = 0.82

Vz,Ed

Lamy = 31.89 kzy = 0.32 Lamz = 53.85 kzz = 0.48 ---------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenta sectiune: N,Ed/Nc,Rd = 0.32 < 1.00 (6.2.4.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.61 = 0.00 < 1.00 (6.2.9.1.(6)) (Tau,y,max,Ed + Tau,ty,Ed)/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6-7) (Tau,z,max,Ed + Tau,tz,Ed)/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: Lambda,y = 31.89 < Lambda,max = 210.00 Lambda,z = 53.85 < Lambda,max = 210.00 STABIL N,Ed/(Xy*N,Rk/gM1) + kyy*My,Ed/(XLT*My,Rk/gM1) + kyz*Mz,Ed/(Mz,Rk/gM1) = 0.36 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*My,Ed/(XLT*My,Rk/gM1) + kzz*Mz,Ed/(Mz,Rk/gM1) = 0.40 < 1.00 (6.3.3.(4)) ---------------------------------------------------------------------------------------------------------------------------------------DEPLASARI LIMITA Sageti Necalculat Deplasari vx = 0.1 cm < vx max = L/150.00 = 2.3 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 vy = 0.0 cm < vy max = L/150.00 = 2.3 cm Verificat Caz ncarcare decisiv: 16 SLEN /9/ 1*1.00 + 7*1.00 + 8*1.00 ----------------------------------------------------------------------------------------------------------------------------------------

Sectiune OK !!!

CALCUL STRUCTURI DIN METAL----------------------------------------------------------------------------------------------------------------------------------------

Data: 30/11/11

Pagina: 37

COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 183 Coloana_183 PUNCT: 1 COORDONATA: x = 0.00 L = 0.000 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 13 SLU /155/ 7*1.00 + 8*0.40 + 165*1.00 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: OTEL fy = 2100.00 daN/cm2 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI SECTIUNE: HEA 260 h=25.0 cm gM0=1.00 b=26.0 cm tw=0.8 cm tf=1.3 cm Ay=73.54 cm2 Iy=10455.00 cm4 Wply=919.86 cm3

gM1=1.00 Az=28.76 cm2 Iz=3667.56 cm4 Wplz=430.18 cm3 Ax=86.82 cm2 Ix=46.30 cm4

---------------------------------------------------------------------------------------------------------------------------------------FORTE INTERNE SI REZISTENTE ULTIME: N,Ed = 21950.11 daN My,Ed = -2672.40 daN*m Mz,Ed = -2417.16 daN*m Vy,Ed = -1319.22 daN Nc,Rd = 182320.74 daN My,pl,Rd = 19317.00 daN*m Mz,pl,Rd = 9033.76 daN*m Tau,y,max,Ed = -29.01 daN/cm2 Nb,Rd = 149353.72 daN My,c,Rd = 19317.00 daN*m Mz,c,Rd = 9033.76 daN*m = 1355.65 daN My,N,Rd = 19317.00 daN*m Mz,N,Rd = 9033.76 daN*m Tau,z,max,Ed = 78.71 daN/cm2 Tt,Ed = -0.32 daN*m Clasa sectiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ LATERAL: ---------------------------------------------------------------------------------------------------------------------------------------PARAMETRI FLAMBAJ: Dupa axa Y: Ly = 3.500 m Lcr,y = 3.500 m Lam_y = 0.32 Xy = 0.96 Lz = 3.500 m Lcr,z = 3.500 m Dupa axa Z: Lam_z = 0.54 Xz = 0.82

Vz,Ed

Lamy = 31.89 kzy = 0.49 Lamz = 53.85 kzz = 0.95 -----------------

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