Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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Concept explainers

Axial Load
When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial …
Question

I have been stich on this problem for a while is seems the internal force of section one should be equal to the reaciton force at D but that does not seem to be the case. how to I solve this.

Determine the internale force and the change in tlength of seciton (1) of axial member CDE.

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 = 25 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E = 65 GPa and a cross- sectional area of A₁ - A₂ = 125 mm2. Assume that a = 420 mm, b = 220 mm, c = 660 mm, and d = 445 mm. Determine the vertical displacement of joint E. A a Rigid bar B b (1) (2) D E P
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Transcribed Image Text: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 = 25 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E = 65 GPa and a cross- sectional area of A₁ - A₂ = 125 mm2. Assume that a = 420 mm, b = 220 mm, c = 660 mm, and d = 445 mm. Determine the vertical displacement of joint E. A a Rigid bar B b (1) (2) D E P
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Step 1: Given data
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Step 2: Draw FBD of given system members and calculation of internal force at point D
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Step 3: Calculation of displacement of member 1
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Step 4: Calculation of displacement of member 2 and joint E
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