A downward load of Q = 36 KN is applied to rigid bar ABD as shown in the sketch. Axial member CDE is subjected to a downward load of P 22 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E-73 GPa and a cross- sectional area of A₁-A₂- 115 mm². Assume that a = 400 mm, b = 200 mm, c = 650 mm, and d = 440 mm. Determine the vertical displacement of joint E. a Rigid bar b (1) (2) D E

A downward load of Q = 36 KN is applied to rigid bar ABD as shown in the sketch. Axial member CDE is subjected to a downward load of P 22 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E-73 GPa and a cross- sectional area of A₁-A₂- 115 mm². Assume that a = 400 mm, b = 200 mm, c = 650 mm, and d = 440 mm. Determine the vertical displacement of joint E. a Rigid bar b (1) (2) D E

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.3.5P: A vertical bar is loaded with axial loads at points B, C, and D. as shown in the figure. The bar is...

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