Edgar Tapia Hernández - Sociedad Mexicana de IngenierÃa SÃsmica
Edgar Tapia Hernández - Sociedad Mexicana de IngenierÃa SÃsmica
Edgar Tapia Hernández - Sociedad Mexicana de IngenierÃa SÃsmica
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D. Análisis, revisión y <strong>de</strong>tallado<br />
Resistencia a compresión en mampostería confinada<br />
A= 600(14)= 8400cm 2<br />
F R = 0.60<br />
f* m = 15 kg/cm 2<br />
A S = 0.71*4 = 2.85cm 2<br />
F y A S = 2.85(3)(4200)= 47,880kg<br />
e= 0 + t/24= 0.58<br />
k= 2.0; H= 140cm; t= 14cm<br />
F E = 0.509<br />
3 castillos 4vs #3<br />
Muro aislado <strong>de</strong> tabique rojo<br />
P= 0.6(0.509)(15(8,400)+47880)<br />
P= 0.6(0.509)(173,880)<br />
P= 53,103 kg<br />
NTCMm-04 (2004)<br />
<strong>Tapia</strong> (2008)<br />
Dr. <strong>Edgar</strong> <strong>Tapia</strong> Hernán<strong>de</strong>z<br />
etapiah@azc.uam.mx<br />
Agosto, 2013. Tuxtla Gutiérrez, Chis.
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