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.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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