Calculo Con Etabs

CALCULO DE EDIFICIOS DE CONCRETO ARMADO CON ETABS

1-. UBICAR LAS UNIDADES (PARTE INFERIOR DERECHA)
SELECCIONAR kgf.m
2-. FILE ( NEW MODEL ( DEFAULT
3-. EJES Y NIVELES
DIRECCION X Y Y: 8ESPACIAMIENTO EN X: EDITAR
NUMEROS DE PISOS: 6
ALTURA TIPICA: 3
ALTURA DEL 1ER NIVEL: 5.50
EDIT GRID ( SPACING
A: 6, B: 7, C: 1.65, D: 2,20, E: 1,65, F: 7, G: 6, H:0
1: 4, 2: 1.65,3: 2.35, 4: 5, 5: 2, 6: 1.65, 7: 4, 8: 0
BUBBLE SIZE: 0.75
OK
CUSTOM STORY DATA
2DO NIVEL (STORY)= 3.50
OK
GRID ONLY ( OK
4-. MATERIALES
DEFINE ( DEFINE MATERIALS ( ADDMATERIAL: CONCRETO 210
ISOTROPIC
PESO ESPECIFICO: 2400
MASA: 2400/9.81
ELASTICIDAD: 15100*(SQR)(210)
CALCULADORA ( UNIDAD kgf.cm
LADO DERECHO: 210 ( Kgf.cm4200 ( Kgf.cm
4200 ( Kgf.cm
OK
5-. SECCIONES EN COLUMNAS Y VIGAS
DEFINE ( FRAME SECTIONS
BORRAR TODO
ADD RECTANGULAR
SECTION NAME: C1
MATERIAL:CONCRETO210
PERALTE: 0.45
WIDTH: 0.45
REINFORCEMENT
0.05
OK ( OK
ADD RECTANGULAR ( C2 ( CONCRETO210 ( 0.5 x 0.5
REINFORCEMENT ( 0.05 ( OK ( OK
ADD RECT ( C3 ( 0.6 x 0.6 ( MISMOSPASOS ( OK ( OK
ADD RECT ( V1 ( CONC210 ( 0.6 x 0.3 ( REINF ( BEAM ( OK ( OK
ADD RECT ( V2 ( CONC210 ( 0.5 x 0.3 ( REINF ( BEAM ( OK ( OK
OK
6-. SECCIONES PARA MUROS ESTRUCTURALES Y LOSASDEFINE ( WALL / … DECK SECTIONS
ADD NEW SLAB ( NAME: LOSA ( CONC210
MEMBRANCE: 0.175
OK
ADD NEW WALL ( MURO30 ( CONC210 ( 0.30 x 0.30 ( OK
OK
7-. CASOS DE CARGA ESTATICA
DEFINE (STATIC LOAD CASES
LIVE ( REDUCIBLE LIVE
CM ( SUPER DEAD
LIVEUP ( LIVE
8-. CASOS PARA CARGAS LATERALES DE SISMO-FUERZAS ESTATICAS EQUIVALENTES
SISMOXXPOS ( QUAKE ( USER COEFICIENT ( ADD (MODIFY ( X ( COEFICIENT: 0.35 ( BUILDING HEIGHT: 1 ( OK
SISMOXXNEG ( QUAKE ( MODIFY ( X- ( OK
SISMOYYPOS ( ADD ( MODIFY ( Y+ ( OK
SISMOYYNEG ( ADD ( MODIFY ( Y- ( OK
OK
9-. ESPECTRO DE...