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onal member, a single angle 76 mm x 76 mm x 6 mm with a m² is welded to an 8 mm thick gusset plate. P gusset plate Li L2 = 65 mm eld lengths: L₁ 125 mm ength and stresses are as follows ength, Fy= 268 MPa strength, Fu= 346.8 MPa e tensile stress on the gross area = 0.6 Fy e tensile stress on the net area = 0.5 Fy shear stress on the net area = 0.3 Fv

onal member, a single angle 76 mm x 76 mm x 6 mm with a m² is welded to an 8 mm thick gusset plate. P gusset plate Li L2 = 65 mm eld lengths: L₁ 125 mm ength and stresses are as follows ength, Fy= 268 MPa strength, Fu= 346.8 MPa e tensile stress on the gross area = 0.6 Fy e tensile stress on the net area = 0.5 Fy shear stress on the net area = 0.3 Fv

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The diagonal member, a single angle 76 mm x 76 mm x 6 mm with area of 929 mm² is welded to an 8 mm thick gusset plate. gusset plate Li L2 = 65 mm Given weld lengths: L₁ = 125 mm Steel strength and stresses are as follows Yield strength, Fy= 268 MPa Ultimate strength, Fu = 346.8 MPa Allowable tensile stress on the gross area = 0.6 Fy Allowable tensile stress on the net area= 0.5 Fy Allowable shear stress on the net area= 0.3 Fy Based on the effective gross area of the diagonal, calculate the allowable tensile load, P in kN. Based on the effective net area of the diagonal, calculate the allowable tensile load P, in kN. Strength reduction coefficient = 0.85. Based on block shear in the gusset plate along the perimeter of the welds, calculate the allowable tensile load, P, in kN.
Transcribed Image Text:The diagonal member, a single angle 76 mm x 76 mm x 6 mm with area of 929 mm² is welded to an 8 mm thick gusset plate. gusset plate Li L2 = 65 mm Given weld lengths: L₁ = 125 mm Steel strength and stresses are as follows Yield strength, Fy= 268 MPa Ultimate strength, Fu = 346.8 MPa Allowable tensile stress on the gross area = 0.6 Fy Allowable tensile stress on the net area= 0.5 Fy Allowable shear stress on the net area= 0.3 Fy Based on the effective gross area of the diagonal, calculate the allowable tensile load, P in kN. Based on the effective net area of the diagonal, calculate the allowable tensile load P, in kN. Strength reduction coefficient = 0.85. Based on block shear in the gusset plate along the perimeter of the welds, calculate the allowable tensile load, P, in kN.
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