For the axially loaded member given below, determine the reaction at A, then draw axial force, stress and strain diagrams. Also calculate the displacement at D. Force P is the last two digits of your RedID in kips, area A, is 5 in.², and length L is 100 in. Modulus of Elasticity E = 16,000 ksi. A C B D 2A1 A₁ L/4 3P L/2 2P 5A₁ L/4 8P
For the axially loaded member given below, determine the reaction at A, then draw axial force, stress and strain diagrams. Also calculate the displacement at D. Force P is the last two digits of your RedID in kips, area A, is 5 in.², and length L is 100 in. Modulus of Elasticity E = 16,000 ksi. A C B D 2A1 A₁ L/4 3P L/2 2P 5A₁ L/4 8P
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The last two digits of my redID is 89 for the problem

Transcribed Image Text:For the axially loaded member given below, determine the reaction at A, then draw axial
force, stress and strain diagrams. Also calculate the displacement at D. Force P is the last two digits of your
RedID in kips, area A1 is 5 in.², and length L is 100 in. Modulus of Elasticity E= 16,000 ksi.
A
B
C
A₁
L/4
*
3P
2A₁
L/2
2P
+
5A₁
L/4
D
8P
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