A 76 mm x 76 mm x 6 mm angular section is welded to a gusset plate having a thickness of 10 mm as shown in the figure. The length L1 equals 125 mm and L2 is 65 mm. The angular section has a cross sectional area of 929 mm2, Fy = 248 MPa, FU = 400 MPa. a. Determine the value of the tensile force P based on gross area in kN. b. Determine the value of tensile force P (kN) based on net area if the value of shear lag factor is 0.85. c. Determine the value of tensile force P based on block shear in gusset plate along the weld in KN. gusset plate L₂= 65 mm 25 m Allowable stresses: Allowable tensile stress (gross area) = 0.6Fy Allowable tensile stress (net area) = 0.50Fu Allowable shear stress (net area) = 0.30Fu

A 76 mm x 76 mm x 6 mm angular section is welded to a gusset plate having a thickness of 10 mm as shown in the figure. The length L1 equals 125 mm and L2 is 65 mm. The angular section has a cross sectional area of 929 mm2, Fy = 248 MPa, FU = 400 MPa. a. Determine the value of the tensile force P based on gross area in kN. b. Determine the value of tensile force P (kN) based on net area if the value of shear lag factor is 0.85. c. Determine the value of tensile force P based on block shear in gusset plate along the weld in KN. gusset plate L₂= 65 mm 25 m Allowable stresses: Allowable tensile stress (gross area) = 0.6Fy Allowable tensile stress (net area) = 0.50Fu Allowable shear stress (net area) = 0.30Fu

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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