Document a Tie Ha La Etajata P+2E 3D 3D
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Transcript of Document a Tie Ha La Etajata P+2E 3D 3D
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)
1
OTEL
210000 0.00 210000 0.00
808000 .00 808000 .00
2
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)
7
(EF) uniform pe suprafata
PZ=-35.00(daN/m2)
7
(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
8
(EF) uniform pe suprafata
PZ=-500.00(daN/m2)
8
(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:
Fiier: Hala etajata P+2E_3D_3D.rtd Proiect: Hala etajata P+2E_3D_3D
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:
---------------------------------------------------------------------------------------------------------------------------------------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 = 0.29 < 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)) = 0.36 < 1.00 (6.2.6-7) Verificarea stabilitatii globale a elementului: My,Ed/Mb,Rd = 0.90 < 1.00 (6.3.2.1.(1)) ----------------------------------------------------------------------------------------------------------------------------------------
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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 !!!
CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 203 Grinda_203 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 b=17.0 cm Ay=48.84 cm2 tw=0.8 cm Iy=16265.60 cm4
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 !!!
CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures.
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 !!!
CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 207 Grinda_207 PUNCT: 1 COORDONATA: x = 0.00 L = 0.000 m ---------------------------------------------------------------------------------------------------------------------------------------NCARCARI: Caz ncarcare decisiv: 169 COMB14 (5+8)*1.50+7*1.35 ----------------------------------------------------------------------------------------------------------------------------------------
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
---------------------------------------------------------------------------------------------------------------------------------------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
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 !!!
CALCUL STRUCTURI DIN METAL---------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZA: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 182 Coloana_182 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 Ay=73.54 cm2
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 -----------------