Determine the reactions and the force in each member of the trusses shown using methods c consistent deformation. Show the complete solutions (e.g solution using methods of sections or meth of joints in getting the member forces) E= 200 GPa 70 KN 130 kN (4000 mm2) (4000 mm) (5000 mm) 3m 4 m 4 m (5000 mm) (5000 mm2) leww 00os) (4000 mm) leww 000s)

Determine the reactions and the force in each member of the trusses shown using methods c consistent deformation. Show the complete solutions (e.g solution using methods of sections or meth of joints in getting the member forces) E= 200 GPa 70 KN 130 kN (4000 mm2) (4000 mm) (5000 mm) 3m 4 m 4 m (5000 mm) (5000 mm2) leww 00os) (4000 mm) leww 000s)

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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