1.

The design bending strength for slender sections is given by

A. M<sub>d</sub> = Z<sub>e</sub>f<sub>y</sub>
B. M<sub>d</sub> = f<sub>y</sub>
C. M<sub>d</sub> = Z<sub>e</sub> /f<sub>y</sub>
D. M<sub>d</sub> = Z<sub>e</sub> +f<sub>y</sub>
Answer» B. M<sub>d</sub> = f<sub>y</sub>


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