dont round off A solid brass E = 100 GPa axial member is loaded and supported as shown in the figure. Segments (1) and (2)%3Deach have a diameter of 21 mm and segment (3) has a diameter of 17 mm. Carrying loads W1 = 35 kN, W2 =%3D%3D14 kN, and W3 = 28 kN, at their respective positions shown on the figure below. Determine the deformation%3Dof segment (2) in MPa. Answer should be rounded up to the nearest 3 decimal places.(1) 41.8 mW1B(2)1.2 mC1.6 mW2(3)D.W3

Given data, W1 = 35 kN W2 = 14 kN W3 = 28 kN E = 100 GPa L1 = 1.8m L2 = 1.2 m L3 = 1.6 m To find…

A solid brass E = 100 GPa axial member is loaded and supported as shown in the figure. Segments (1) and (2) each have a diameter of 21 mm and segment (3) has a diameter of 17 mm. Carrying loads W1 = 35 kN, W2 = 14 kN, and W3 = 28 kN, at their respective positions shown on the figure below. Determine the deformation of segment (2) in MPa. Answer should be rounded up to the nearest 3 decimal places. (1) 1.8 m W1 1.2 m 1.6 m W2 (3) D. W3

A solid brass E = 100 GPa axial member is loaded and supported as shown in the figure. Segments (1) and (2) each have a diameter of 21 mm and segment (3) has a diameter of 17 mm. Carrying loads W1 = 35 kN, W2 = 14 kN, and W3 = 28 kN, at their respective positions shown on the figure below. Determine the deformation of segment (2) in MPa. Answer should be rounded up to the nearest 3 decimal places. (1) 1.8 m W1 1.2 m 1.6 m W2 (3) D. W3

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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