Bottom chord of truss is composed of two angle bars each having a dimension of 192 mm x 95 mm x 5.4 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 40 mm and 63.5mm pitch. Use A36 steel Fy = 248 MPa Fu = 400 MPa spacing of bolt = 59.4 mm Compute the capacity of the bottom chord based on block shear strength, in KN. ♫ W ▬ 9.5mm thick gusset plate pitch S edge dist S S

Bottom chord of truss is composed of two angle bars each having a dimension of 192 mm x 95 mm x 5.4 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 40 mm and 63.5mm pitch. Use A36 steel Fy = 248 MPa Fu = 400 MPa spacing of bolt = 59.4 mm Compute the capacity of the bottom chord based on block shear strength, in KN. ♫ W ▬ 9.5mm thick gusset plate pitch S edge dist S S

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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Question

Bottom chord of truss is composed of two
angle bars each having a dimension of 192
mm x 95 mm x 5.4 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 40 mm and 63.5mm pitch. Use
A36 steel Fy = 248 MPa Fu = 400 MPa
spacing of bolt = 59.4 mm
Compute the capacity of the bottom chord
based on block shear strength, in KN.
9.5mm thick gusset plate
edge dist

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