The tension member is a PL 9.5 mm x 137.5 mm of A 242 steel. It is connected to a 9.5 mm gusset plate, also of A242 steel (Fy = 345 MPa, Fu = 485 MPa) with 22 mm diameter bolts as shown. What is the net area along the shear surfaces assuming the failure plane connected all the bolts? Calculate the upper limit block shear strength in kN assuming the failure plane connected all the bolts. What is the net area along the tension surface assuming the failure plane connected all the bolts? Calculate the nominal block shear strength in kN
The tension member is a PL 9.5 mm x 137.5 mm of A 242 steel. It is connected to a 9.5 mm gusset plate, also of A242 steel (Fy = 345 MPa, Fu = 485 MPa) with 22 mm diameter bolts as shown. What is the net area along the shear surfaces assuming the failure plane connected all the bolts? Calculate the upper limit block shear strength in kN assuming the failure plane connected all the bolts. What is the net area along the tension surface assuming the failure plane connected all the bolts? Calculate the nominal block shear strength in kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The tension member is a PL 9.5 mm x 137.5 mm of A 242 steel. It is connected to a 9.5 mm gusset plate, also of A242 steel (Fy = 345 MPa, Fu = 485 MPa) with 22 mm diameter bolts as shown. What is the net area along the shear surfaces assuming the failure plane connected all the bolts? Calculate the upper limit block shear strength in kN assuming the failure plane connected all the bolts. What is the net area along the tension surface assuming the failure plane connected all the bolts? Calculate the nominal block shear strength in kN
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