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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Supports
Every section
Mid span

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r²) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r⁴) M

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Compression is resisted by compression steel
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel

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RCC Structures Design
A foundation rests on

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

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
6 m
3 m

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Modular ratio method
Ultimate load method
None of these
Load factor method

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