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A 76 x 76 x 6 mm angular section shown is welded to an thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, the cross sectional area of the angle is 929 sq.mm. FY3D24 100 AD

A 76 x 76 x 6 mm angular section shown is welded to an thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, the cross sectional area of the angle is 929 sq.mm. FY3D24 100 AD

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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A 76 x 76 x 6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy=248MPA and Fu =400MPA. Gusset Plate Allowable Stresses: Allowable tensile stress (gross area) = 0.60FY Allowable tensile stress (net area) = 0.50F. Allowable shear stress (net area) = 0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85%.
Transcribed Image Text:A 76 x 76 x 6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy=248MPA and Fu =400MPA. Gusset Plate Allowable Stresses: Allowable tensile stress (gross area) = 0.60FY Allowable tensile stress (net area) = 0.50F. Allowable shear stress (net area) = 0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85%.
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