An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the Figure below. Assume that the bar is suitably braced to prevent buckling and E = 70000 MPa. The length of each bars are follow: B1 = 0.8 m; B2 = 1.0 m; B3= 0.6 m. Determine the total deformation of the bars B1, B2 and B3 in mm. 35KN В1 B2 ВЗ ... 10KN 15KN 30KN A 2.5 1.79 0.54 D 3.75 4.83

An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the Figure below. Assume that the bar is suitably braced to prevent buckling and E = 70000 MPa. The length of each bars are follow: B1 = 0.8 m; B2 = 1.0 m; B3= 0.6 m. Determine the total deformation of the bars B1, B2 and B3 in mm. 35KN В1 B2 ВЗ ... 10KN 15KN 30KN A 2.5 1.79 0.54 D 3.75 4.83

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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