Vertical rod CD of length L =2 m, cross-sectional area A = 150 mm2 %3D and modulus of elasticity E = 70 GPa supports a rigid beam AC of negligible weight, which, in turn, supports a uniformly distributed load over segment AB. When there is no load, the beam is horizontal. Determine wo (in kN/m) if the allowable stress in rod CD is 100 MPa.

Vertical rod CD of length L =2 m, cross-sectional area A = 150 mm2 %3D and modulus of elasticity E = 70 GPa supports a rigid beam AC of negligible weight, which, in turn, supports a uniformly distributed load over segment AB. When there is no load, the beam is horizontal. Determine wo (in kN/m) if the allowable stress in rod CD is 100 MPa.

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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