A76 x 76 x6 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 is929 sq.mm. Fy-248MPA and Fu -400MPA.GussetPlateAlowable SresseAlowable tensle stress igross ara)0.00Alowable tereile stres net area)0SOF.Allowable shear stress (net ares)0.30F.Determine the value of P based on net area using a strength reduction coefficient of 85%O 138.24 KNO 140.14 kNO 157.93 kNO 304.00 NNext

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A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1is 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 Alowable Stresse Alowable tensle stress igos ara)0.60F Alowable terele stres net area)0SOF. Alowable sheer stress (net are)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 N O 140.14 kN O 157.93 kN O 304.00 N Next

A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1is 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 Alowable Stresse Alowable tensle stress igos ara)0.60F Alowable terele stres net area)0SOF. Alowable sheer stress (net are)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 N O 140.14 kN O 157.93 kN O 304.00 N Next

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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