Bottom chord of truss is composed of two angle bars each having a dimension of 176 mm x 148 mm x 8.5 mm. Between them is a gusset plate, 9.5mm thick. At each end of joints, four 19mm-dia. bolts are fastened along the gage line, having an edge distance of 44 mm and 68.6mm pitch. Use A36 steel Fy = 248 MPa Fu = 400 MPa spacing of bolt = 52.4 mm 90mm thick gusset plate ex del Compute the capacity of the bottom chord based on block shear strength, in KN. Use ASD method.

Structural Analysis
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Chapter2: Loads On Structures
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Bottom chord of truss is composed of two angle bars each having a dimension of 176
mm x 148 mm x 8.5 mm. Between them is a gusset plate, 9.5mm thick. At each end of
joints, four 19mm-dia. bolts are fastened along the gage line, having an edge distance
of 44 mm and 68.6mm pitch.
Use A36 steel
Fy = 248 MPa
Fu = 400 MPa
spacing of bolt = 52.4 mm
3.5mm thick gusse plate
ex del
Compute the capacity of the bottom chord based on block shear strength, in KN. Use
ASD method.
BECH
Transcribed Image Text:Bottom chord of truss is composed of two angle bars each having a dimension of 176 mm x 148 mm x 8.5 mm. Between them is a gusset plate, 9.5mm thick. At each end of joints, four 19mm-dia. bolts are fastened along the gage line, having an edge distance of 44 mm and 68.6mm pitch. Use A36 steel Fy = 248 MPa Fu = 400 MPa spacing of bolt = 52.4 mm 3.5mm thick gusse plate ex del Compute the capacity of the bottom chord based on block shear strength, in KN. Use ASD method. BECH
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