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Example 2: x. A frame work's parameter is: P = 1000 kN, L = 1m, E = 210 GPa, A = 6.0 x 10-4 m² element 1 and 2, A = 6v2 x 10-4 m? element 3. Find the displacement and constraint forces 3 (3. 45°

Example 2: x. A frame work's parameter is: P = 1000 kN, L = 1m, E = 210 GPa, A = 6.0 x 10-4 m² element 1 and 2, A = 6v2 x 10-4 m? element 3. Find the displacement and constraint forces 3 (3. 45°

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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Example 2: x. A frame work's parameter is: P = 1000 kN, L = 1m, E = 210 GPa, A = 6.0 x 10-4 m² element 1 and 2, A = 6v2 x 10-4 m? element 3. Find the displacement and constraint forces 45° X
Transcribed Image Text:Example 2: x. A frame work's parameter is: P = 1000 kN, L = 1m, E = 210 GPa, A = 6.0 x 10-4 m² element 1 and 2, A = 6v2 x 10-4 m? element 3. Find the displacement and constraint forces 45° X
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