The critical bending compressive stress in the extreme fiber of a structural steel section is 1000 MPa. It is given that the yield strength of the steel is 250 MPa, width of flange is 250 mm and thickness of flange is 15 mm. As per the provisions of IS: 800-2007, the non dimensional slenderness ratio of the steel cross-section is
The critical bending compressive stress in the extreme fiber of a structural steel section is 1000 MPa. It is given that the yield strength of the steel is 250 MPa, width of flange is 250 mm and thickness of flange is 15 mm. As per the provisions of IS: 800-2007, the non dimensional slenderness ratio of the steel cross-section is
Chapter2: Loads On Structures
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1.
![The critical bending compressive stress in the
extreme fiber of a structural steel section is 1000
MPa. It is given that the yield strength of the steel
is 250 MPa, width of flange is 250 mm and
thickness of flange is 15 mm. As per the
provisions of IS: 800-2007, the non dimensional
slenderness ratio of the steel cross-section is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F330b4f17-903b-431a-8c5b-e19646ee460e%2F3dcc3301-0c11-4661-b4cf-15ce64337b20%2Fl1wkzeph_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The critical bending compressive stress in the
extreme fiber of a structural steel section is 1000
MPa. It is given that the yield strength of the steel
is 250 MPa, width of flange is 250 mm and
thickness of flange is 15 mm. As per the
provisions of IS: 800-2007, the non dimensional
slenderness ratio of the steel cross-section is
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