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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"> | |