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

Structural Analysis
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Chapter2: Loads On Structures
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ASAP NEED RIGHT COMPLETE SOLUTION !!! 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
Transcribed Image Text: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
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