Mathematics · RCC Design
A two-way slab panel with a short span of 4 m and a long span of 5 m is simply supported on all four edges and subjected to a factored load of 12 kN/m2. Using a moment coefficient of 0.086 for the short span, compute the design moment per meter width in the short span.
- 116.5 kNm/m✓
- 212.5 kNm/m
- 313.7 kNm/m
- 414.7 kNm/m
Correct answer
16.5 kNm/m
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