etabs clace 2
TRANSCRIPT
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Nosale
Luego
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Seleccionar todo y
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Cambiar a d1
Simplemente aplicar
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Mas rapido pero tiene q star n 3d el dercho
Falto el d2, q m xplico muy rápido pero ya sta
Ya c para el d 2, seleccionar todo y
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Luego
Ahora si luego
Selccionar to y
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Cambiar a 1 para q no c deforme la struc
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El derecho tiene q salir en 3d
Luego
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Selc todo y
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Luego lo mismo a la carga viva a 200 y aply
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Luego para el segundo piso lo mismo
Mostrar solo l 2 piso
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Cambiar las caregas de viva y muerta como els 1 piso, no lo ic
Para ver las cargas, no c, creo asi
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Luego
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Desmarcar las 2 orimeras
Luego
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Cambiara a sismo x
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Luego añadir , la primera, y modificar lateral load
Desmaracr la 2 columna
Cambiar a 0.126, eso ai q calcularlo de la formula del cortante basal V. DEL 1 DEBER
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LUEGO OK
LO MIMSO PAREA Y
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Y MODIFICAR LA 2DA
DESNARACAR LA 1ERA
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OK
LUEGO
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VER EN LAS JOJAS Q PASO LA OTRA CALCE Y COLOCAR 2.2 DE CM, ESA
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ASI MISMO PARA TODAS LAS COMBINACIONES Q STAN EN LA HOJA DQ PASO LA UOTRA CLAC, S EL PUNTON e, combinaciones de carga
Para cambiar .SELECCIONAR Y MODIFICAR
LUEGO
No entendí lo ultimo
Cuando c deformo TODA LA STRUCT
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TAMBIEN LAS CARGAS Q BIENEN ED AABAJO HACIA ARRIBA
LUEGO
LUEGO
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ASTA AKI EL MIERCOLES