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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.8.3P

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