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| 1. |
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than |
| A. | WL/12 (L - 2D/3)² |
| B. | WL/10 (L + 2D/3)² |
| C. | WL/10 (L - 2D/3)² |
| D. | WL/12 (L - D/3)² |
| Answer» D. WL/12 (L - D/3)² | |