1.

The equivalent axial tensile load Pe, which produces an average axial tensile stress in the section equivalent to the combined stress due to axial tension P and bending M, at the extreme fibre of the section, is given by (where Z is the section modulus of the section).

A. <img src="/_files/images/civil-engineering/steel-structure-design/102-14-117-1.png">
B. <img src="/_files/images/civil-engineering/steel-structure-design/102-14-117-2.png">
C. <img src="/_files/images/civil-engineering/steel-structure-design/102-14-117-3.png">
D. <img src="/_files/images/civil-engineering/steel-structure-design/102-14-117-4.png">
Answer» B. <img src="/_files/images/civil-engineering/steel-structure-design/102-14-117-2.png">


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