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  METRADO DE CARGAS PUNTUALESPREDIMENCIONAMIENTO NPT = 9.35 mLoza aligeradae = 0.2Vigas principales0.25NPT = 6.30 mancho0.250.45peralte0.45NPT = 3.25 mVigas secndarias0.25ancho0.250.4NPT = 0.00 mperalte0.4 METRADOD DE CARGAS ! T#$ σt %.& 'g(cm2 ɣs ladrillo h %&00 'g(m3  T.M %00 'g(cm2 hf  0.50 m ɣc 2400 'g(m3 Piso term. e = 0.05 m)lemento *cPesoViga principal2400 'g(m32.40 tn(m3Viga secndaria2400 'g(m32.40 tn(m3Losa aligerada 300 kg/m20.30 tn/m2 $o+recarga azotea 100 kg/m20.10 tn/m2 so+recarga pisos ,alas- 250 kg/m20.25 tn/m2 ro de ladrillo ###1.80 tn/m2 Piso terminado 100 kg/m20.10 tn/m2  TERCER PISO ElementoAreaAlto $#/) 1  4&.3 CARGA VIVA ALIGERADO ElementoNº vecesAreavolumen Peso !e transm. ligerado %4&.3. Piso terminado %4&.3. CARGA MUERTA ALIGERADO ElementoNº vecesvolumen PESO TOTAL COLUMNA Y VIGAS % 20! CARGA MUERTA COLUMNAS Y VIGAS PRINCIPALES ElementoNº vecesvolumen MUROS % 2#$%  COLUMNA Y VIGAS DE AMARRE % &%% CARGA MUERTA MUROS ,COLUMNAS Y VIGAS DE AMARRETOTAL CARGA MUERTA TOTAL CARGA VIVA CARGA SIN FACTORIZAR (U)CARGA ULTIMA (U=1.4D+1.7L)  h = 0.50 m0.%  PesoSu'total 0.10 tn/m2 4&.4 Tn4&.4 Tn PesoSu'total 0.30 tn/m2 %46.2% Tn 0.10 tn/m2 4&.4 Tn%94.95 Tn PesoSu'total 2.0 tn/m2 50.29 Tn50.29 Tn PesoSu'total 1.80 tn/m2 49.&2 Tn 2.0 tn/m2 4.5% Tn54.34 Tn 299.7 T!4 .74 T! #4 .#1 T!$2.2% T!
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