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3.1 Compute the displacements, reactions, and bar forces for the trusses shown. Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa. 30 b 300 kN 30 30 7m 20 20 722 20 10: (e) -10 mt " 00 B

3.1 Compute the displacements, reactions, and bar forces for the trusses shown. Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa. 30 b 300 kN 30 30 7m 20 20 722 20 10: (e) -10 mt " 00 B

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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3.1e Compute the displacements, reactions, and bar forces for the trusses shown. Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa. bartleby

3.1 Compute the displacements, reactions, and bar forces for the trusses shown. Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa. 30 b 300 kN 30 30 7m 20 20 722 20 10: (e) -10 mt " 00 B
Transcribed Image Text:3.1 Compute the displacements, reactions, and bar forces for the trusses shown. Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa. 30 b 300 kN 30 30 7m 20 20 722 20 10: (e) -10 mt " 00 B
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