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Hoja1
DIMENSIONAMIENTO
Ln=3.70 m200.19 m250.15 m0.15 m
COS (TETA)0.8192
Hm27.06 cm
CARGASf'c =175.00 Kg/cm2f'y =4200.00 Kg/cm2S/C =500.00 Kg/m2Acabado =100.00 Kg/m2
Ancho esc.1.50 mP.U. Concreto2400.00 Kg/m30.20 m0.40 m3.70 m0.30 m4.05 m
P25.00 cmC/P17.50 cmMETRADO DE CARGAS
PPHm x ancho de escalera X P.U. del concreto =0.97 Tn/mx 1.4 =1.36 Tn/mACABADOcarga de piso terminado x ancho de escalera =0.15 Tn/mx 1.4 =0.21 Tn/m
S/Ccarga de losa maciza x ancho de escalera =0.75 Tn/mx 1.7 =1.28 Tn/mWu =2.85 Tn/m
+Mu max.5.84 Tn-m
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