Bottom chord of truss is composed of two angle bars each having a dimension of 125 mm x 67 mm x 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 38 mm and 51.7mm pitch. Use A36 steel Fy 248 MPa Fu 400 MPa spacing of bolt = 60,5 mm Compute the capacity of the bottom chord based on block shear strength, in KN
Bottom chord of truss is composed of two angle bars each having a dimension of 125 mm x 67 mm x 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 38 mm and 51.7mm pitch. Use A36 steel Fy 248 MPa Fu 400 MPa spacing of bolt = 60,5 mm Compute the capacity of the bottom chord based on block shear strength, in KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute the capacity of the bottom chord based on block shear strength, in kN
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