Conexión RBS Momento Geometria
1
Toshiba Current Date: 11/03/2015 11:36 a. m. Units system: SI File name: C:\Users\JoseLuis\Documents\Personal\PROPUESTA TESIS\Tesis 2015-1_Proyecto\Conexiones\Conexión RBS.cnx\ Steel connections __________________________________________________________________________________________________________________________ __________________________________________________________________________________ Connection name : Conexión RBS Connection ID : 1M Design code : AISC 360-2005 LRFD __________________________________________________________________________________ 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 : No Frame stability considered in analysis : Yes Exists opposite connection : Yes MEMBERS: Beam Section = W 24X94 Material = A992 Gr50 Support Section = W 14X500 Material = A992 Gr50 CONNECTION(S): Connection: Directly welded flanges Support-beam flange connection Full penetration weld El análisis toma en cuenta la deformación de la zona de panel Page1
-
Upload
jose-luis-anaya -
Category
Documents
-
view
3 -
download
0
description
Conexión a momento para RBS
Transcript of 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__________________________________________________________________________________________________________________________
__________________________________________________________________________________
Connection name : Conexión RBSConnection ID : 1MDesign code : AISC 360-2005 LRFD
__________________________________________________________________________________
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
Page1
