The diagonal at the left to the connection is a double angle 90 mm x 90 mm x 8 mm, with area of 2700 mm2, bolted to the 8 mm thick gusset plate. Bolt diameter = 16 mm Bolt hole diameter = 18 mm Bolt bearing capacity, Fp= 480 MPa Bolt shear strength, Fv = 68 MPa Steel plate strength and stresses are as follows: Yield strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 0.60 Fy Allowable tensile stress on the net area = 0.50 Fu Allowable shear stress on the net area = 0.30 Fu Bolt bearing capacity, Fp 1.2 Fy Calculate the allowable tensile load, P(kN) under the following conditions: %3D %3D 000 double angle 35 50 50 P. gusset plate
The diagonal at the left to the connection is a double angle 90 mm x 90 mm x 8 mm, with area of 2700 mm2, bolted to the 8 mm thick gusset plate. Bolt diameter = 16 mm Bolt hole diameter = 18 mm Bolt bearing capacity, Fp= 480 MPa Bolt shear strength, Fv = 68 MPa Steel plate strength and stresses are as follows: Yield strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 0.60 Fy Allowable tensile stress on the net area = 0.50 Fu Allowable shear stress on the net area = 0.30 Fu Bolt bearing capacity, Fp 1.2 Fy Calculate the allowable tensile load, P(kN) under the following conditions: %3D %3D 000 double angle 35 50 50 P. gusset plate
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Based on block shear strength of the double angle.
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