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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> | |