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RCC Structures Design

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

0.87
5.8
8.5
7.5

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RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
200 KN/mm²
150 KN/mm²
275 KN/mm²

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RCC Structures Design
A flat slab is supported

On beams
On columns monolithically built with slab
On columns
On beams and columns

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

12 legged
10 legged
8 legged
6 legged

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/15th of span
1/30th of span
1/25th of span

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

15 mm
10 mm
11 mm
12 mm

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