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

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
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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
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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