PROBLEM SET 1 A rigid bar AB is hinged to a vertical wall and supported horizontally by a tie bar CD as shown in the figure, The tie bar has a cross sectional area A=0.10in² and its allowable stress in tension is 20,000 psi. Find the safe value of the magnitude of the load P and the corresponding vertical deflection AB of point B. The tie-bar has a modulus of elasticity of E=30x106 psi. P B C 4ft D A 3ft

PROBLEM SET 1 A rigid bar AB is hinged to a vertical wall and supported horizontally by a tie bar CD as shown in the figure, The tie bar has a cross sectional area A=0.10in² and its allowable stress in tension is 20,000 psi. Find the safe value of the magnitude of the load P and the corresponding vertical deflection AB of point B. The tie-bar has a modulus of elasticity of E=30x106 psi. P B C 4ft D A 3ft

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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