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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
1
0.15 %
6

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
10 mm
11 mm
15 mm

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RCC Structures Design
A foundation rests on

Foundation soil
Sub-grade
Base of the foundation
Both B and C

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/4th of the span
1/6th of the span
1/5th of the span

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A rib
A cut-off wall
A key

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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