Diseño a Cortante

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  EJEMPLO DE DISEÑO A CORTANTE
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  a (base de la columna) (m)0.5d (altura efectiva ) (m)0.36W (carga) (KN/m)8.9!eaccion ( #$%!)(KN/m)&9.&9 φ 0.65 λ 'oncreto Normal'oncreto iviano0*5+085'oncreto ti,o ,esado.-c&&000 b (base de la vigueta)0.0.6&3.851&92c (KN)8.&&9 Vs (KN) 5.6&5&9 # de ramales  Area de estribo (As ramal) 0.0000* Fv (esfuerzo a fluencia del ramal) &10000& 4 3 ( ,a) ++ (KN/m&)&10&100001 ( ,a) ++ (KN/m&)1&01&0000 Av 0.0000*e, ! 3.09052 μd (KN)  a (base de la columna) (m)0.5d (altura efectiva ) (m)0.36W (carga) (KN/m)8.9!eaccion ( #$%!)(KN/m)8.9 φ 0.65 λ 'oncreto Normal'oncreto iviano0*5+085'oncreto ti,o ,esado.-c&&000 b (base de la vigueta)0.0.63.1*1&92c (KN)8.&&9 Vs (KN) +1.*51*1.*51* # de ramales  Area de estribo (As ramal) 0.0000* Fv (esfuerzo a fluencia del ramal) &10000& 4 3 ( ,a) ++ (KN/m&)&10&100001 ( ,a) ++ (KN/m&)1&01&0000 Av 0.0000*#7e, ! 3.&90&7#e, ! 32 μd (KN)
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