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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
7.5
8.5
0.87

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
Below ground surface
As one third of the base
As one sixth of overall height of the wall

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
2.5 diameters
3 diameters

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
15 kg/cm²
10 kg/cm²
25 kg/cm²

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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/100Q
√(M/Q)

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Dowel splice
Straight bar splice
Hooked splice

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