Download - Clase Sap Word
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MATERIAL CONCRETO : f’c=210kg/cm2
Fy=4200 kg/cm2
SECCIONES
- VIGAS =30X60 cm2 r= 6.22 cm ( al centro del refuerzo)- COLUMNAS 45X45 cm2 r= 4cm( libre)- Ancho tributario = 5m
CARGAS:
CM AZOTEA: 420 kg/cm2
TIPICO : 550 kg/cm2
CV AZOTEA : 100kg/cm2
TIPICO : 250 kg/cm2
CS
Nivel Fs(t)4 4.83 3.62 2.51 1
COMBINACIONES:
1) 1.4 CM+ 1.7CV12) 1.4 CM+ 1.7CV2
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3) 1.4 CM+ 1.7(CV1+CV2)4) 1.25(CM+CV1)+CS5) 1.25(CM+CV1)-CS6) 1.25(CM+CV2)+CS7) 1.25(CM+CV2)-CS8) 1.25(CM+CV1+CV2)+CS9) 1.25(CM+CV1+CV2)-CS10) 0.9CM+CS11) 0.9CM-CS
3M
3M
3M
6M 3M
5.5M
4M
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Como no existe el concreto 3000 psi svamos a : Add New Material Quick + Buscamos de 3000 psi
Una vez creado lo vamos a modificar
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Reforciment to be checked = es cuando ya se realizo el análisis
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Borramos la ventana 3D porque no nos ayuda
Display+ Show Miss Asig+Frame/
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+
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Como vemos hemos asignado resortes en el eje B-B , en el A-A y C-C se aplican empotrado
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Define+LOAD patter
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Asignamos las cargas en todas las vigas
Seleccionamos las cargas en lasd columnasAsign Joint Force
Asinamo fuerzas de nudo en cada nudo 1,2,3,4Nudo 4:
Ponemos CS+ Modifique en Force Global X = 4.8
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Nudo 3:
Ponemos CS+ Modifique en Force Global X = 3.6
Nudo 2:
Ponemos CS+ Modifique en Force Global X = 2.4
Nudo 1:
Ponemos CS+ Modifique en Force Global X = 1.2
Vamos a analizar con las cargas aplicadas en las vigas
Analize+Analize Option ( deben estarUX. UY, RY deben estar activados)
Set load cases to run+ show alfter+ 4 second+ Ruw now + Le ponemos nombre: PORTICO PLANO
Y PONEMOS ok y sale la deformada
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Design+ Concrete Frame Design+Start Desing / Check of Structures
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