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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
10 legged
12 legged
6 legged

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 1400/3C
m = 700/3C
m = 2800/3C

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.4
0.7
0.5
0.6

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 30
2R + T = 60
R + 2T = 60
R + 2T= 30

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
30
50
40

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

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

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