The composite member is shown in the figure. If the rigid bar remains horizontal after the loading is applied and a temperature change of +10°C. Determine the total stresses on each of the vertical members considering actual stress due to the loading carried and due to temperature change. Given on the table below are the properties of each material used as members. Steel Rigid Brass Area (mm²) 700 1500 E (GPa) 200 100 a (μm/m°C) 11.7 17.6 --- 150 KN 150 mm 150 mm (steel) (rigid bar) 500 mm (brass) 250 mm

The composite member is shown in the figure. If the rigid bar remains horizontal after the loading is applied and a temperature change of +10°C. Determine the total stresses on each of the vertical members considering actual stress due to the loading carried and due to temperature change. Given on the table below are the properties of each material used as members. Steel Rigid Brass Area (mm²) 700 1500 E (GPa) 200 100 a (μm/m°C) 11.7 17.6 --- 150 KN 150 mm 150 mm (steel) (rigid bar) 500 mm (brass) 250 mm

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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