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1. For a continuous slab of 3 m x 3.5 m size the minimum overall depth of slab to satisfy vertical deflection limits is
2. The minimum reinforcement using mild steel in slab should not be less than
3. In the rcc slab, the spacing between main reinforcement should not exceed
4. The reinforced concrete beam curved in plane is designed for
5. Flexural collapse in over-reinforced beam is due to
6. spacing of shear stirrups in a rectangular RC beam is
7. Permissible shear stress in concrete is a function of
8. The slab is designed as one way if the ratio of long span to short span is
9. For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine's theory
10. For a simply supported beam of span 15 m, the minimum effective depth to satisfy the vertical deflection limits should be
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