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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Оиestion 3
Fig. 3a
Part a:
For the section shown, determine the:
Maximum elastic Moment M
10
Fully plastic moment Mp
NA
Shape factor 2
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
removed?
Yielded region
40
09
09](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F47042a62-4f73-43f7-8046-2e420e857062%2Fdda0b6eb-3397-4777-a969-f4d1c279cced%2Fnarv24_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Оиestion 3
Fig. 3a
Part a:
For the section shown, determine the:
Maximum elastic Moment M
10
Fully plastic moment Mp
NA
Shape factor 2
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
removed?
Yielded region
40
09
09
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