1. Solve tor the force acting on member BD, CD and CE of the Warren Truss shownusing method of sections. [Ans. BD=300KN(T), CD=616KN(T), CE=325KN(C)]400 KN300 KN6mim600 KN200 KN2. Using method of sections, solve for the force acting on member BD of the truss shown.[Ans. BD=1340.78KN (C))800KN400KN400KN2m4m4 panels at 4 m

The first step is to calculate reaction at supports Which will further help to calculate member…

1. Solve tor the force acting on member BD, CD and CE of the Warren Truss shown using method of sections. [Ans. BD=300KN(T), CD=616KN(T), CE=325KN(C)] 400 KN 300 KN 6m 600 KN 200 KN 2. Using method of sections, solve for the force acting on member BD of the truss shown. [Ans. BD=1340.78KN (C)) 800KN 400KN 400KN 2m 4m 4 panets at 4 m

1. Solve tor the force acting on member BD, CD and CE of the Warren Truss shown using method of sections. [Ans. BD=300KN(T), CD=616KN(T), CE=325KN(C)] 400 KN 300 KN 6m 600 KN 200 KN 2. Using method of sections, solve for the force acting on member BD of the truss shown. [Ans. BD=1340.78KN (C)) 800KN 400KN 400KN 2m 4m 4 panets at 4 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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