Toshiba Current Date: 11/03/2015 11:40 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 : Corte RBS Connection ID : 1V Design code : AISC 360-2005 LRFD __________________________________________________________________________________ Family : Single plate (SP) Type : Beam - Column flange (BCF) Description : M GENERAL DATA Consider hole deformation in bolts : Yes Is column end : No Consider sheared edges in shapes : Yes Consider sheared edges in shapes : Yes Corrosive influences : No MEMBERS: Beam Section = W 24X94 Material = A992 Gr50 Support Section = W 14X500 Material = A992 Gr50 CONNECTION(S): Connection: Shear plate Shear plate Section = PL 6x88.099999x381 Material = A36 Plate (beam side) nro = 1 Number of columns nro = 5 Row number Lev = 38.10 [mm] Longitudinal edge distance on the plate Leh = 38.10 [mm] Transverse edge distance on the plate s = 76.20 [mm] Longitudinal spacing bolt = 3/4" A325 N a = 50.00 [mm] Distance from bolt line to weld line Page1
Plate (beam side)nro = 1 Number of columnsnro = 5 Row numberLev
= 38.10 [mm] Longitudinal edge distance on the plateLeh = 38.10
[mm] Transverse edge distance on the plates = 76.20 [mm]
Longitudinal spacingbolt = 3/4" A325 Na = 50.00 [mm] Distance from
bolt line to weld line
