•Three identical circular disks A, B and C are welded to the ends of three identical solid circular bars as shown in the figure below. The bars lie in a common plane and the disks lie in planes perpendicular to the axes of the bars. The bars are welded at their intersection D to form a rigid connection. Each bar has diameter di = 15 mm and each disk has diameter d₂ = 90 mm. Forces P1, P2 and P3 act on disks A, B and C respectively, thus subjecting the bars to torsion. If P₁ = 500 N, the maximum shear stress T max (in MPa) in any of the three bars is 135 D/135

•Three identical circular disks A, B and C are welded to the ends of three identical solid circular bars as shown in the figure below. The bars lie in a common plane and the disks lie in planes perpendicular to the axes of the bars. The bars are welded at their intersection D to form a rigid connection. Each bar has diameter di = 15 mm and each disk has diameter d₂ = 90 mm. Forces P1, P2 and P3 act on disks A, B and C respectively, thus subjecting the bars to torsion. If P₁ = 500 N, the maximum shear stress T max (in MPa) in any of the three bars is 135 D/135

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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