NOMBRES:EDILBERTO RAMOS APAZANEIL SOSA ESPINOZA

AREAS TRIBUTARIASm2

Y1' 1.75Y1 1.11X1 2.6X3 2.6X3' 2.25X4 5.112Y 2.252Y' 5.722X 2.023Y 4.82

30.23

ANALISIS DE CORTE

L 3.00t 0.23

Area de corte (m2) 0.69area tibutaria (m2) 7.97

ANALISIS DE CARGA

peso de muro (ton) 2.98Peso de losa (ton) 2.39Peso de acabado (ton) 0.80s/c (ton) piso tipico 1.59s/c (ton) azotea 0.80

Carga Viva (ton) 5.58Carga Muerta(ton) 24.68Total (ton) 30.25

43.85fm (ton/m2) 650fa (ton/m2) 118.44

sm (2y) (ton/m2)

0.15xfm (ton/m2) 97.5

0.15xfm (ton/m2) > sm (2y) (ton/m2)

Si cumple