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For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, determine: a) Moment at first yield (yielding moment) for bending about the horizontal axis only b) Fully plastic moment (plastic moment) for bending about the horizontal axis only Given: Yield stress = X in MPa [where X is the last four-digit numbers of your student ID from the right (see instructions)] 25mm M 150mm 50mm 25mm 150mm + 25mm

For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, determine: a) Moment at first yield (yielding moment) for bending about the horizontal axis only b) Fully plastic moment (plastic moment) for bending about the horizontal axis only Given: Yield stress = X in MPa [where X is the last four-digit numbers of your student ID from the right (see instructions)] 25mm M 150mm 50mm 25mm 150mm + 25mm

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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For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, determine:
 
a) Moment at first yield (yielding moment) for bending about the horizontal axis only
b) Fully plastic moment (plastic moment) for bending about the horizontal axis only
 
Given:
Yield stress = 8616 in MPa
For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, determine: a) Moment at first yield (yielding moment) for bending about the horizontal axis only b) Fully plastic moment (plastic moment) for bending about the horizontal axis only Given: Yield stress = X in MPa [where X is the last four-digit numbers of your student ID from the right (see instructions)] 25mm M 150mm 50mm 25mm 150mm +25mm Figure 1
Transcribed Image Text:For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, determine: a) Moment at first yield (yielding moment) for bending about the horizontal axis only b) Fully plastic moment (plastic moment) for bending about the horizontal axis only Given: Yield stress = X in MPa [where X is the last four-digit numbers of your student ID from the right (see instructions)] 25mm M 150mm 50mm 25mm 150mm +25mm Figure 1
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