SSC RSMSSB JE Mock Test 2024 Reinforced Concrete Structures Beams and Slabs

For two-way continuous slab of shorter span ≤ 3.5 m with HYSD reinforcement, the span to overall depth ratio is taken as _____to satisfy the vertical deflection limit for loading class up to 3 KN/m2

1
26
2
28
3
32
4
35
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