conexión rbs momento geometria

Toshiba

Current Date: 11/03/2015 11:36 a. m.Units system: SIFile name: C:\Users\JoseLuis\Documents\Personal\PROPUESTA TESIS\Tesis 2015-1_Proyecto\Conexiones\Conexión RBS.cnx\

Steel connections__________________________________________________________________________________________________________________________

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Connection name : Conexión RBSConnection ID : 1MDesign code : AISC 360-2005 LRFD

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Family : Directly welded flanges (DW)Type : Beam - Column flange (BCF)Description : M

GENERAL DATA

Seismic load resisting system : Special moment frame (SMF)Distance to plastic hinge : 0.54 [m]Length between supports : 9.83 [m]Gravity shear at plastic hinge : 111.08 [KN]

Is column end : NoFrame stability considered in analysis : YesExists opposite connection : Yes

MEMBERS:

BeamSection = W 24X94Material = A992 Gr50

SupportSection = W 14X500Material = A992 Gr50

CONNECTION(S):

Connection: Directly welded flanges

Support-beam flange connectionFull penetration weldEl análisis toma en cuenta la deformación de la zona de panel

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