engineering recuitment BMC Sub Engineer Mock Test 2024 Reinforced Concrete Structures Beams and Slabs
For 2 way continuous slabs having shorter span (less than 3.5 m), with high strength deformed of Fe415 grade, span to overall depth ratio of slab, to satisfy the vertical deflection limits for loading class upto 3 kN/m2, is:
1
32
2
40
3
28
4
35
5
None of the above