Please download to get full document.

View again

of 4
All materials on our website are shared by users. If you have any questions about copyright issues, please report us to resolve them. We are always happy to assist you.


Publish on:

Views: 3 | Pages: 4

Extension: XLSX | Download: 0

  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!
Related Search
We Need Your Support
Thank you for visiting our website and your interest in our free products and services. We are nonprofit website to share and download documents. To the running of this website, we need your help to support us.

Thanks to everyone for your continued support.

No, Thanks