An aluminum bar having a cross-sectional area of 160 mm2 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: B = 0.8 m; B2 = 1.0 m: B3= 0.6 m. Determine the axial load acting on bar Bị in kN. 35KN В1 B2 ВЗ ... 10KN 15KN 30KN Determine the axial load acting on bar B2 in kN. Determine the axial load acting on bar B3 in kN. Determine the axial stress of bar B1 in MPa. Determine the axial stress of bar B2 in MPa. Determine the axial stress of bar B3 in MPa. Determine the total deformation of the bars B1, B2 and B3 in mm. Determine the deformation of the bar B, in mm. Determine the deformation of the bar B2 in mm. Determine the deformation of the bar Bz in mm. 35 A 35 B 20 10

An aluminum bar having a cross-sectional area of 160 mm2 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: B = 0.8 m; B2 = 1.0 m: B3= 0.6 m. Determine the axial load acting on bar Bị in kN. 35KN В1 B2 ВЗ ... 10KN 15KN 30KN Determine the axial load acting on bar B2 in kN. Determine the axial load acting on bar B3 in kN. Determine the axial stress of bar B1 in MPa. Determine the axial stress of bar B2 in MPa. Determine the axial stress of bar B3 in MPa. Determine the total deformation of the bars B1, B2 and B3 in mm. Determine the deformation of the bar B, in mm. Determine the deformation of the bar B2 in mm. Determine the deformation of the bar Bz in mm. 35 A 35 B 20 10

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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