Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the loading. Forces are positive if intension, negative if in compression.C3.3 m4.0 m4.0 mE4.0 m4.0 mAHGF37 kN54 kN37 kN AB =ikN%3DAH =ikNBC =ikN%3DBH =kNCD =kNCF =kNCG =kN%3DCH =ikNDE =ikN%3DDF =ikNEF =ikNFG =ikNGH =kN

solutionAs the given truss is symmetrical in loading the loading will be equally divided among the…

Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the loading. Forces are positive if in tension, negative if in compression. 3.3 m 4.0 m 4.0 m 4.0 m H 4.0 m G

Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the loading. Forces are positive if in tension, negative if in compression. 3.3 m 4.0 m 4.0 m 4.0 m H 4.0 m G

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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Concept explainers

Plane and Space Trusses

In civil engineering, a truss is the most important structure that forms the most fundamental member of any building structure and commercial complexes. Trusses are composed of individual members or links that are interconnected by suitable joints, such as rivets, welds, or bolts, and nuts. In trusses, the interconnection leads to the formation of a series of triangles joined together such that all the triangular members behave as a single rigid body. In a simple truss, three members are connected to form a truss member. In trusses, the force always acts at the joints or the interconnection between the individual members.

Question

Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the loading. Forces are positive if in
tension, negative if in compression.
C
3.3 m
4.0 m
4.0 m
E
4.0 m
4.0 m
A
H
G
F
37 kN
54 kN
37 kN

AB =
i
kN
%3D
AH =
i
kN
BC =
i
kN
%3D
BH =
kN
CD =
kN
CF =
kN
CG =
kN
%3D
CH =
i
kN
DE =
i
kN
%3D
DF =
i
kN
EF =
i
kN
FG =
i
kN
GH =
kN

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