tion 3 A 4M 1 228 KN B 4M C 77777 -t 7 1 2.5m + For steel truss (E = 200 Capa) and looking shown. Determine the deformations of members AB and AD, knowing that their cross-sectional areas are 2400 mm² and 1800 mm ², respectively.

tion 3 A 4M 1 228 KN B 4M C 77777 -t 7 1 2.5m + For steel truss (E = 200 Capa) and looking shown. Determine the deformations of members AB and AD, knowing that their cross-sectional areas are 2400 mm² and 1800 mm ², respectively.

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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