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 cm3, 650 cm3 and 200 MPa, respectively. The design flexural capacity (expressed in kNm) of the section is

Structural Analysis
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Chapter2: Loads On Structures
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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 cm3, 650 cm3
and 200 MPa, respectively. The design flexural
capacity (expressed in kNm) of the section is
Transcribed Image Text: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 cm3, 650 cm3 and 200 MPa, respectively. The design flexural capacity (expressed in kNm) of the section is
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