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Engineering
Civil Engineering
30 mm 80 mm

30 mm 80 mm

Structural Analysis
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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Question 3 3.1 The short column in Figure 3 has a rectangle cross-section 80 mm x 50 mm. If the maximum compressive stress in the column is not to exceed 115 MPa, determine the magnitude of the greatest allowable vertical load P which can be carried. 30 mm 80 mm Fig. 1
Transcribed Image Text:Question 3 3.1 The short column in Figure 3 has a rectangle cross-section 80 mm x 50 mm. If the maximum compressive stress in the column is not to exceed 115 MPa, determine the magnitude of the greatest allowable vertical load P which can be carried. 30 mm 80 mm Fig. 1
3.2 A strip of steel 3 mm thick and 35 mm wide is bent round a cylindrical drum 4 mm in diameter. Determine the maximum stress set up in the strip and the bending moment which has to be applied to bend the strip to this curvature (E = 200 GPa)
Transcribed Image Text:3.2 A strip of steel 3 mm thick and 35 mm wide is bent round a cylindrical drum 4 mm in diameter. Determine the maximum stress set up in the strip and the bending moment which has to be applied to bend the strip to this curvature (E = 200 GPa)
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