Consider the following axially loaded bar set of bars. The bar lengths, dimensions, sizes, materialsand loads are given below. The bar is in static equilibrium and is loaded so that there is a total elongation of 0.12 inches. Ignore self-weight. The figure is not to scale. A 3 in. x 7 in. Rectangular Aluminum Bar E(aluminum) = 10000 ksi 22' The axial force P = B For bar AB: The axial stress in bar AB = 2 in. x 6 in. Rectangular Steel Bar E(steel) 29000 ksi Determine the axial force, stress and deformation as indicated below. Enter all values as positive numbers below using the units given. The axial deformation in bar AB = = 34' k C ksi in

Consider the following axially loaded bar set of bars. The bar lengths, dimensions, sizes, materialsand loads are given below. The bar is in static equilibrium and is loaded so that there is a total elongation of 0.12 inches. Ignore self-weight. The figure is not to scale. A 3 in. x 7 in. Rectangular Aluminum Bar E(aluminum) = 10000 ksi 22' The axial force P = B For bar AB: The axial stress in bar AB = 2 in. x 6 in. Rectangular Steel Bar E(steel) 29000 ksi Determine the axial force, stress and deformation as indicated below. Enter all values as positive numbers below using the units given. The axial deformation in bar AB = = 34' k C ksi in

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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