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
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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determine the magnitude of the vertical reaction force at pin D also.
only HANDWRITTEN answer needed ( NOT TYPED)

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 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
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