Computer · Reinforced Concrete Structures
A simply supported slab of size 3.5 m × 4.5 m carries a total design load (including live load and dead load) such that the short span bending moment needs to be calculated. If the total design ultimate load is 15 kN/m2 and the moment coefficient for the short span is 0.0912, determine the ultimate short span moment per meter width.
- 112.45 kNm/m
- 25.52 kNm/m
- 316.75 kNm/m✓
- 410.15 kNm/m
Correct answer
16.75 kNm/m
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