The figure shows a truss which is pin connected at C and supported by a rolle carries a vertical load of 200 kN and 100 kN at joints A and E respectively. 6 m E 3m Calculate the force in member DE. a. 360.55 kN (compression) b. 340.55 kN (tension) C. 340.55 kN (tension) d. 360.55 kN (compression) Calculate the force in member BE. a. 330 kN (compression) b. 330 kN (tension) c. 300 kN (tension) d. 300 kN (compression) Calculate the force in member BE. a. 631 kN (compression) b. 331 kN (tension) c. 631kN (tension) d. 330.97 kN (compression) D. 2 m

The figure shows a truss which is pin connected at C and supported by a rolle carries a vertical load of 200 kN and 100 kN at joints A and E respectively. 6 m E 3m Calculate the force in member DE. a. 360.55 kN (compression) b. 340.55 kN (tension) C. 340.55 kN (tension) d. 360.55 kN (compression) Calculate the force in member BE. a. 330 kN (compression) b. 330 kN (tension) c. 300 kN (tension) d. 300 kN (compression) Calculate the force in member BE. a. 631 kN (compression) b. 331 kN (tension) c. 631kN (tension) d. 330.97 kN (compression) D. 2 m

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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