Question 3 Part a: For the section shown, determine the: . Maximum elastic Moment M Fully plastic moment M fp • Shape factor A If loaded about the horizontal axis o, = 250MN/m²; E = 200GN/m² 50 10 40 Fig. 3a 10 NA

Operations Research : Applications and Algorithms
4th Edition
ISBN:9780534380588
Author:Wayne L. Winston
Publisher:Wayne L. Winston
Chapter11: Nonlinear Programming
Section11.10: Quadratic Programming
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Question 3
Part a:
For the section shown, determine the:
Maximum elastic Moment M
Fully plastic moment Mf
Shape factor a
If loaded about the horizontal axis
o, = 250MN/m²; E = 200GN/m²
●
Part b:
Determine the bending moment necessary to
cause yielding to a depth of 10mm from the top
and bottom surfaces.
If after applying this load it is subsequently
removed. What will be the residual stresses
which will result at A and B when the load is
removed?
10
40
Yielded region
40
Fig. 3a
10
ΝΑ
Fig. 3b
ΝΑ
Transcribed Image Text:Question 3 Part a: For the section shown, determine the: Maximum elastic Moment M Fully plastic moment Mf Shape factor a If loaded about the horizontal axis o, = 250MN/m²; E = 200GN/m² ● Part b: Determine the bending moment necessary to cause yielding to a depth of 10mm from the top and bottom surfaces. If after applying this load it is subsequently removed. What will be the residual stresses which will result at A and B when the load is removed? 10 40 Yielded region 40 Fig. 3a 10 ΝΑ Fig. 3b ΝΑ
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