PROBLEM 1) An aluminum bar carries the axial loads at the positions shown. If E=70GPA, compute the total deformation of the bar. Assume that the bar is suitably braced to prevent buckling. 0.4m 10KN 6) What is the deformation &c in mm? 0.8m C 0.4m B SKN 0.6m 20KN A. A=800 mm? A=1,200 mm?

PROBLEM 1) An aluminum bar carries the axial loads at the positions shown. If E=70GPA, compute the total deformation of the bar. Assume that the bar is suitably braced to prevent buckling. 0.4m 10KN 6) What is the deformation &c in mm? 0.8m C 0.4m B SKN 0.6m 20KN A. A=800 mm? A=1,200 mm?

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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Question

PROBLEM 1) An aluminum bar carries the axial loads at the positions shown. If
E=70GPA, compute the total deformation of the bar. Assume that the bar is suitably
braced to prevent buckling.
0.4m
D
10KN
6) What is the deformation &c in mm?
0.8m
0.4m
B
5KN
0.6m
20KN
A=800 mm?
A=1,200 mm²

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