Prob. 3.5-10. A three-segment rod is attached to rigid sup- ports at ends A and D and is subjected to equal and opposite external loads P at nodes (joints) B and C, as shown in Fig. P3.5-10. The rod is homogeneous and linearly elastic, with modulus of elasticity E. Let A = A₂ = A, and A₂ = 2A; let L₁ = 2L and L₂ = L = L. (a) Determine the axial stresses ₁, ₂, and o, in the elements, and (b) determine expressions for the horizontal displacements, and uc at nodes B and C, respectively. (1) L₁ P B (2) P3.5-10 and P3.9-2 (3) D P

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Prob. 3.5-10. A three-segment rod is attached to rigid sup-
ports at ends A and D and is subjected to equal and opposite
external loads P at nodes (joints) B and C, as shown in Fig.
P3.5-10. The rod is homogeneous and linearly elastic, with
modulus of elasticity E. Let A = A₂ = A, and A₂ = 2A; let
L₁ = 2L and L₂ = L = L. (a) Determine the axial stresses
₁, 2, and σ, in the elements, and (b) determine expressions
for the horizontal displacements, and we at nodes B and
C, respectively.
P
B
L₂
P3.5-10 and P3.9-2
UC
(3)
P
D
Transcribed Image Text:Prob. 3.5-10. A three-segment rod is attached to rigid sup- ports at ends A and D and is subjected to equal and opposite external loads P at nodes (joints) B and C, as shown in Fig. P3.5-10. The rod is homogeneous and linearly elastic, with modulus of elasticity E. Let A = A₂ = A, and A₂ = 2A; let L₁ = 2L and L₂ = L = L. (a) Determine the axial stresses ₁, 2, and σ, in the elements, and (b) determine expressions for the horizontal displacements, and we at nodes B and C, respectively. P B L₂ P3.5-10 and P3.9-2 UC (3) P D
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