Pick up the correct statement about the design of a slab of dimension 7 m × 3 m. 

This question was previously asked in
BPSC AE Paper 5 (Civil) 11 Nov 2022 Official Paper
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  1. Main reinforcement will be in 3 m distribution and direction in 7 m direction.
  2. Provide main reinforcement in 7 m direction and there is no need of distribution steel.
  3. Provide main reinforcement in 3 m direction and there is no need of distribution steel.
  4. Main reinforcement will be in the direction 7 m and distribution reinforcement in 3 m.

Answer (Detailed Solution Below)

Option 1 : Main reinforcement will be in 3 m distribution and direction in 7 m direction.
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Detailed Solution

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concept:

For two way slab of shorter span (up to 3.5 m) with mild steel reinforcement, the span to overall depth ratios is given below may generally be assumed to satisfy vertical deflection limits for loading class up to 3 kN/m2

Type of Beam

span/depth ratio for

Mild Steel

span/depth ratio for

HYSD bars

Simply Supported

35

28

Continuous Slab

40

32

 

Note:

For slabs spanning in two directions, the shorter of the two spans should be used for calculating the span to effective depth ratio.

Main reinforcement will be provided in a shorter span (3m) and distribution reinforcement will be provided in a longer span (7 m).

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