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The critical bending compressive stress in the extreme fibre 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
- 0.25
- 0.50
- 0.75
- 2.00
Correct answer: 0.50
Solution
As per IS 800:2007, the non-dimensional slenderness ratio is $\bar\lambda=\sqrt{f_y/f_{cr}}$. Substituting $f_y=250$ MPa and $f_{cr}=1000$ MPa gives $\bar\lambda=\sqrt{250/1000}=0.5$.
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