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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1e4fcbe0-ed74-4447-b38a-a2af13f9fabc%2Fb85c3831-438b-47d4-a79d-bdc81b7b9673%2Ffhzajxk_processed.jpeg&w=3840&q=75)
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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