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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

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

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