E S Q U E M A S : I N G R E S O D E D A T O S : Perfil = W 16x26ver Manual AISC 15.7 in 5.5 in 0.345 in 0.25 in d= 16.325 in Peralte Alm pa= 13.625 in Separacin de !i"a a c#lumna $v= 0.375 in V I G A L 4 x1/4"ver manual AISC 4 %.5 0.25 Material A36 ev= 1.25 &' e(= 1.5 &' )a"e= 2.5 &' A N G U L O S C L I PPerfil = W 12x40ver Manual AISC 11. *4 in % in 0. 515 in 0. 2*5 in 'c= 1.02 in C O L U M N A d v = + v = t v = t, v = ac = ac = ac = c = c = c = , c = Conexiones en Edifcios de Acero y su Automatización para su diseño Estructural C O N E X I O N DE M O M E N T O V I G A - C O L U M N A (AISC-ASD 1989) UNIDADES: in, Kips dc +c tc t,c 'c dac tac dac tac dac lac $ $ e( ev ev "a"e dv +v tv t,v -&./A-&0A A1I2SA-&02S C&/3M4A I4520I&0 A4)3/& C/IP !I)A P204&S S3P20I&0 / P / P / P
