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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Three times
Four times
Five times

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/10√Q
M/100Q
√(M/Q)
√(M/100Q)

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is dry
All listed here
Is not cohesive

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Least of the above
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
One and half lever arm of the section
Lever arm of the section
One-third lever arm of the section

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
16 mm
14 mm
12 mm

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