Оuestion 3 Fig. 3a Part a: For the section shown, determine the: Maximum elastic Moment M 10 Fully plastic moment Mp NA Shape factor a If loaded about the horizontal axis o, = 250MN / m²; E = 200GN /m² 40 Part b: Determine the bending moment necessary to cause yielding to a depth of 10mm from the top and bottom surfaces. Fig. 3b If after applying this load it is subsequently removed. What will be the residual stresses NA which will result at A andB when the load is Yielded region removed? 40 09 09

Оuestion 3 Fig. 3a Part a: For the section shown, determine the: Maximum elastic Moment M 10 Fully plastic moment Mp NA Shape factor a If loaded about the horizontal axis o, = 250MN / m²; E = 200GN /m² 40 Part b: Determine the bending moment necessary to cause yielding to a depth of 10mm from the top and bottom surfaces. Fig. 3b If after applying this load it is subsequently removed. What will be the residual stresses NA which will result at A andB when the load is Yielded region removed? 40 09 09

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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