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7.2- Diseño de pernos a corte Carga Transversa 21.92 μ 0.90 Algu [cm2] 153.51 Ancho [cm] 38.00 Altura [cm] 4.04 Altura neta [cm] 3.04 Momento [T.m/m] 1.17 1.11 4.20 7.3- Revisión de placa base a.- Resistencia de tensión a ruptura del area efectiva Espesor placa [in] 0.39 Fy [ksi] 36.00 Fu [ksi] 58.00 22.03 b.- Resistencia a corte del area efectiva 6.44 c.- Resistencia a corte del area efectiva 23.24 d.- Resistencia a traccion 96.21 # Pernos 4.00 Pu/ Perno 5.48 6.44 Esp REQUERIDO [cm] Esp DISPONIBLE [cm] φPn [Ton] φPn [Ton] φPn [Ton] φPn [Ton] φPn [Ton]

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7.2- Diseo de pernos a corteCarga Transversal 21.92 0.90Algu [cm2] 153.51Ancho [cm] 38.00Altura [cm] 4.04Altura neta [cm] 3.04Momento [T.mm] 1.1!1.114.207.3- Revisin de placa basea." #es$stenc$a %e tens$&n a ru'tura %el area e(ect$va)s'esor 'laca [$n] 0.39*+ [,s$] 3-.00*u [,s$] 58.0022.03.." #es$stenc$a a corte %el area e(ect$va-.44c." #es$stenc$a a corte %el area e(ect$va23.24%." #es$stenc$a a tracc$on9-.21/ 0ernos4.000u 0erno 5.48-.44)s' #)12)#345 [cm])s' 436057389) [cm]:0n [Ton]:0n [Ton]:0n [Ton]:0n [Ton]:0n [Ton]#es$stenc$a %e tens$&n a ru'tura %el area e(ect$va