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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
6 legged
10 legged
12 legged

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

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

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
High strength concrete only
Low strength concrete only
High strength concrete and high tensile steel

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Smaller of 25 mm or diameter

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RCC Structures Design
Post tensioning system

Was widely used in earlier days
None of these
Is not economical and hence not generally used
Is economical for large spans and is adopted now a days

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

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