In Figure Q5(e). a statically determinate pin-jointed plane truss is pinned at A and supported on rollers at B. It carries two loads of 5000kg at joints F and G. (i) c) Prove that the plane truss is a statically determinate structure. (ii) Using the method of joint determine all member forces. Using the method of section, determine the member forces of CD and FG. (ii) L= 5m for each member.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter5: Beams And Frames: Shear And Bending Moment
Section: Chapter Questions
Problem 53P: For the beam shown: (a) determine the distance a for which the maximum positive and negative bending...
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D.
A
B
F
G
5000kg
5000kg
Figure Q5(e)
Transcribed Image Text:D. A B F G 5000kg 5000kg Figure Q5(e)
In Figure Q5(e), a statically determinate pin-jointed plane truss is pinned
at A and supported on rollers at B. It carries two loads of 5000kg at joints
F and G.
(i)
c)
Prove that the plane truss is a statically determinate structure.
(ii)
Using the method of joint determine all member forces.
Using the method of section, determine the member forces of
CD and FG.
(iii)
L= 5m for each member.
Transcribed Image Text:In Figure Q5(e), a statically determinate pin-jointed plane truss is pinned at A and supported on rollers at B. It carries two loads of 5000kg at joints F and G. (i) c) Prove that the plane truss is a statically determinate structure. (ii) Using the method of joint determine all member forces. Using the method of section, determine the member forces of CD and FG. (iii) L= 5m for each member.
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