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
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
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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Problem 1.1MA
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F919fc4f8-bc37-4123-8b2a-9ca8cd02385f%2F63650b7a-35f9-4011-bffb-47f59838422b%2Fbk0ujih_processed.png&w=3840&q=75)
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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