Toshiba

Current Date: 11/03/2015 11:40 a. m.Units system: SIFile name: C:\Users\JoseLuis\Documents\Personal\PROPUESTA TESIS\Tesis 2015-1_Proyecto\Conexiones\Conexin RBS.cnx\

Steel connections__________________________________________________________________________________________________________________________

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Connection name : Corte RBSConnection ID : 1VDesign code : AISC 360-2005 LRFD

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Family : Single plate (SP)Type : Beam - Column flange (BCF)Description : M

GENERAL DATA

Consider hole deformation in bolts : YesIs column end : NoConsider sheared edges in shapes : YesConsider sheared edges in shapes : YesCorrosive influences : No

MEMBERS:

BeamSection = W 24X94Material = A992 Gr50

SupportSection = W 14X500Material = A992 Gr50

CONNECTION(S):

Connection: Shear plate

Shear plateSection = PL 6x88.099999x381Material = A36

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

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Plate (support side)Wo (AWS) = 4 [1/16 in] Obtuse side weld size AWSWa (AWS) = 4 [1/16 in] Acute side weld size AWSWo (AISC) = 4 [1/16 in] Obtuse side weld size AISCWa (AISC) = 4 [1/16 in] Acute side weld size AISC

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