1.

The value of b in the equation of design bending strength of laterally unsupported beams for semi-compact sections is

A. Z<sub>e</sub>/Z<sub>p</sub>
B. Z<sub>e</sub>Z<sub>p</sub>
C. Z<sub>p</sub>/Z<sub>e</sub>
D. Z<sub>p</sub>
Answer» B. Z<sub>e</sub>Z<sub>p</sub>


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