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us soluhion. A, E, d, &T = Coustant →X, U A = 100XI0 m2 E = 2 00 X10 N/m² -シ= CX -2m AT = - 20°% S = 2 KN/m2

us soluhion. A, E, d, &T = Coustant →X, U A = 100XI0 m2 E = 2 00 X10 N/m² -シ= CX -2m AT = - 20°% S = 2 KN/m2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A bar is loaded both mechanically and thermally. it is fixed at both ends. Determine the displacement of point C, and support reactions at A and B.

Use two 1-D bat elements for your solution. Check your answer with strength of materials solution

als soluhion. A, E, a, AT = Coustant →X, U A = 100x1o m² E = 2 00 X10 N/m² %3D 2m AT = - 20°% C = 2 KN/m2
Transcribed Image Text:als soluhion. A, E, a, AT = Coustant →X, U A = 100x1o m² E = 2 00 X10 N/m² %3D 2m AT = - 20°% C = 2 KN/m2
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