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2.23 For the steel truss (E 200 GPa) and loading shown, determine the deformations of members AB and AD, knowing that their cross-sectional areas are 2400 mm² and 1800 mm², respectively. = 4.0 m- B 228 kN D -4.0 m 2.5 m C

2.23 For the steel truss (E 200 GPa) and loading shown, determine the deformations of members AB and AD, knowing that their cross-sectional areas are 2400 mm² and 1800 mm², respectively. = 4.0 m- B 228 kN D -4.0 m 2.5 m C

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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2.23 For the steel truss (E = 200 GPa) and loading shown, determine the deformations of members AB and AD, knowing that their cross-sectional areas are 2400 mm² and 1800 mm², respectively. A 4.0 m- B Q Search 228 kN D 4.0 m 1 2.5 m C a hp
Transcribed Image Text:2.23 For the steel truss (E = 200 GPa) and loading shown, determine the deformations of members AB and AD, knowing that their cross-sectional areas are 2400 mm² and 1800 mm², respectively. A 4.0 m- B Q Search 228 kN D 4.0 m 1 2.5 m C a hp
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