1. Assume that axial deformation of Member DF is caused mainly by its reaction to external forces on the given truss. Compute this deformation. The cross- sectional area of all the members of the truss is 500 mm^2. Use E = 200 GPa.

1. Assume that axial deformation of Member DF is caused mainly by its reaction to external forces on the given truss. Compute this deformation. The cross- sectional area of all the members of the truss is 500 mm^2. Use E = 200 GPa.

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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1. Assume that axial
deformation of Member DF is
caused mainly by its reaction
to external forces on the given
truss. Compute this
deformation. The cross-
sectional area of all the
members of the truss is 500
mm^2. Use E = 200 GPa.
A
471
100 KN
4.00
B
C
E
2.00
D
3.00
50 KN
G
50 KN
F
LL
50 KN
4.00
m
H
7.00

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determination of reaction at roller support H

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determination of member force in DF

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determination of axial deformation of member DF

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