PROBLEM EXERCISES: 1. An aluminum bar having a cross-sectional area of 160 mm caries the axial bads at the positions shown in the figure. If E = 70 Gpa, compute the total de fomation of the bar. Assume that the bar is suitably braced to prevent buckling. 35 KN 15 KN 30 KN 10 KN 0.8 m 1.0 m 0.6 m
PROBLEM EXERCISES: 1. An aluminum bar having a cross-sectional area of 160 mm caries the axial bads at the positions shown in the figure. If E = 70 Gpa, compute the total de fomation of the bar. Assume that the bar is suitably braced to prevent buckling. 35 KN 15 KN 30 KN 10 KN 0.8 m 1.0 m 0.6 m
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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An aluminum bar having a cross-sectional area of 160 mm2carries the axial loads at the positions shown in the figure. If E = 70 Gpa, compute the total deformation of the bar. Assume that the bar is suitably braced to prevent buckling.
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