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The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus and design bending compressive stress of $500 \mathrm{~cm}^{3}, 650 \mathrm{~cm}^{3}$ and $200 \mathrm{MPa}$, respectively. The design flexural capacity (expressed in $\mathrm{kNm}$ ) of the section is


Question ID - 156288 | Toppr Answer

The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus and design bending compressive stress of $500 \mathrm{~cm}^{3}, 650 \mathrm{~cm}^{3}$ and $200 \mathrm{MPa}$, respectively. The design flexural capacity (expressed in $\mathrm{kNm}$ ) of the section is

1 Answer - 5876 Votes

3537

Answer Key : (99.9-100.1) -

99.9-100.1



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