Please answer The diagonal member, a single angle 76 mm x 76 mm x 6 mm with areaof 929 mm² is welded to an 8 mm thick gusset plate.gusset plateLiL2 = 65 mmGiven weld lengths: L₁ = 125 mmSteel strength and stresses are as followsYield strength, Fy= 268 MPaUltimate strength, Fu = 346.8 MPaAllowable tensile stress on the gross area = 0.6 FyAllowable tensile stress on the net area= 0.5 FyAllowable shear stress on the net area= 0.3 FyBased on the effective gross area of the diagonal, calculate theallowable tensile load, P in kN.Based on the effective net area of the diagonal, calculate theallowable tensile load P, in kN. Strength reduction coefficient =0.85.Based on block shear in the gusset plate along the perimeter ofthe welds, calculate the allowable tensile load, P, in kN.

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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