trabajo escalonado sismica
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7/25/2019 Trabajo Escalonado Sismica
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Diseño del edifcio del bloque
Consideraciones Iniciales
Tabiqueria 120 kg/m2
Acabados 100 kg/m2S/c Piso tiico !"0 kg/m2S/c tec#o 1"0 kg/m2
Proiedades de los elementos
$%c& 210 kg/cm2'c& 2(2)10" kg/cm2$%*& +200 kg/cm2's& 2)10, kg/cm2
'sesor de la losa aligerada
-& +(."#& 0(20 P'S -SA& !00 g/cm2
Predimensionamiento de igas
'e I3A -u4 -ibre 5m6 #5m61017+ +(.8" 0(+1017! +(.8" 0(+
A 10172 +(.8" 0(+10171 +(.8" 0(+1027+ +(.8" 0(+
9 1027! +(.8" 0(+10272 +(.8" 0(+10271 +(.8" 0(+10!7+ +(.8" 0(+
C 10!7! +(.8" 0(+10!72 +(.8" 0(+
10!71 +(.8" 0(+10+7+ +(.8" 0(+
' 10+7! +(.8" 0(+10+72 +(.8" 0(+10+71 +(.8" 0(+10"7+ +(.8" 0(+
: 10"7! +(.8" 0(+10"72 +(.8" 0(+
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Calculo de esos de aortantes 5sin considerar esos de =igas ni columnas6 Tio de carga 5iso tiico6 g/m2 5A4otea6 g/2 5Anc#o Trib6
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