portico 1 piso 3 col v 2015 upla

18
GRADOS LIBERTAD: 4.00 ELEMENTOS : 5.00 E : 2509980.08 ELEMENTO LONGITUD INERCIA DEF I g1GIRO I g2 DEF J g3 GIRO J g4 MUERTA 1 5.00 0.002604 0 2 0 3 2.10 2 6.00 0.002604 0 3 0 4 2.10 3 3.00 0.002604 0 0 1 2 0.00 4 3.00 0.002604 0 0 1 3 0.00 5 3.00 0.002604 0 0 1 4 0.00 4.38 6.30 2.08 3.00

Upload: maripaz20

Post on 10-Nov-2015

217 views

Category:

Documents


0 download

DESCRIPTION

portico

TRANSCRIPT

DATOSGRADOS LIBERTAD:4.00ELEMENTOS :5.00g1g3E :2509980.08RESTRICCIONESVECTOR DE CARGASELEMENTOLONGITUDINERCIADEF I g1GIRO I g2DEF J g3GIRO J g4MUERTAVIVASISMOGRADOESTADOGRADOFZ/MTO15.000.00260402032.101.000.0010.0010.0026.000.00260403042.101.000.0020.0020.0033.000.00260400120.000.000.0030.003 43.000.00260400130.000.000.0040.00453.000.00260400140.000.000.0050.005

4.38-4.386.30-6.301.93

2.08-2.083.00-3.000.92

E1E=2509980.08T/MI=0.0026041667M4L=5.00M 02030627.49501990061568.7375497514-627.49501990061568.7375497514123421568.73754975145229.125165838-1568.73754975142614.562582919100000-627.4950199006-1568.7375497514627.4950199006-1568.7375497514205229.1251658382614.562582919031568.73754975142614.562582919-1568.73754975145229.125165838302614.5625829195229.125165838040000

00020.00027062860.000310913700030.00011207940.0001776649Vi=-5.250.6003683663-4.65Vi=0.7664516129Mi=-4.381.7081893861-2.67Mi=2.0903225806Vj=-5.25-0.6003683663-5.85Vj=-0.7664516129Mj=4.381.29365244545.67Mj=1.7419354839

E2E=2509980.08T/MI=0.0026041667M4L=6.00M 03040363.13369207211089.4010762162-363.13369207211089.4010762162123431089.40107621624357.604304865-1089.40107621622178.8021524325100000-363.1336920721-1089.4010762162363.1336920721-1089.40107621622000041089.40107621622178.8021524325-1089.40107621624357.6043048653004357.6043048652178.80215243254002178.80215243254357.604304865

00030.00011207940.00017766490004-0.00052417370.0003375634Vi=-6.30-0.4489360042-6.750.5612903226Mi=-6.30-0.653673257-6.951.5096774194Vj=-6.300.4489360042-5.85-0.5612903226Mj=6.30-2.0399427684.261.8580645161-11.55

E3E=2509980.08T/MI=0.0026041667M4L=3.00M 001202905.06953657664357.604304865-2905.06953657664357.604304865123404357.6043048658715.20860973-4357.6043048654357.60430486512905.0695365766-4357.604304865001-2905.0695365766-4357.6043048652905.0695365766-4357.6043048652-4357.6043048658715.208609730024357.6043048654357.604304865-4357.6043048658715.208609733000040000

000010.001101522720.0003109137Vi=-1.8451612903Mi=-3.4451612903Vj=1.8451612903Mj=-2.0903225806

E4E=2509980.08T/MI=0.0026041667M4L=3.00M 001302905.06953657664357.604304865-2905.06953657664357.604304865123404357.6043048658715.20860973-4357.6043048654357.60430486512905.06953657660-4357.60430486501-2905.0695365766-4357.6043048652905.0695365766-4357.6043048652000034357.6043048654357.604304865-4357.6043048658715.208609733-4357.60430486508715.20860973040000

000010.001101522730.0001776649Vi=-2.4258064516Mi=-4.0258064516Vj=2.4258064516Mj=-3.2516129032

E5E=2509980.08T/MI=0.0026041667M4L=3.00M 001402905.06953657664357.604304865-2905.06953657664357.604304865123404357.6043048658715.20860973-4357.6043048654357.60430486512905.069536576600-4357.6043048651-2905.0695365766-4357.6043048652905.0695365766-4357.6043048652000044357.6043048654357.604304865-4357.6043048658715.20860973300004-4357.604304865008715.20860973

0.0026041667

000010.001101522740.0003375634Vi=-1.7290322581Mi=-3.3290322581Vj=1.7290322581Mj=-1.8580645161

GLOBAL123418715.20860973-4357.604304865-4357.604304865-4357.6043048652-4357.60430486513944.33377556792614.56258291903-4357.6043048652614.56258291918301.93808043292178.80215243254-4357.60430486502178.802152432513072.8129145949

123456102030405060

123418715.20860973-4357.604304865-4357.604304865-4357.6043048652-4357.60430486513944.33377556792614.56258291903-4357.6043048652614.56258291918301.93808043292178.80215243254-4357.60430486502178.802152432513072.8129145949

INVERSA10.00018358710.00005181890.00002961080.0000562606VECTO CARGASDEFORMACIONES GIROS20.00005181890.0000883549-0.0000023880.000017671GDLMUERTAVIVASISMOGDLMUERTAVIVASISMO30.0000296108-0.0000023880.0000620872-0.000000477610.000.006.001-0.000070733-0.0000336820.001101523mt40.00005626060.000017671-0.00000047760.000095327824.382.080.0020.0002706290.0001288710.000310914rad31.930.920.0030.0001120790.0000533710.000177665rad4-6.30-3.000.004-0.000524174-0.0002496070.000337563rad

METRADOSpeso propio 0.250.52.40.3alig40.251tab40.10.4acab40.10.42.10.458839.6

c v40.2511alig+tab+acab39.6vigas3110.39.9380.245.76col930.38.192.522.563.362210.52.526.250.085714285785.360.970.17568.8612.0505