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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
Every section
Mid span
Supports

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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/100Q
M/10√Q
√(M/Q)
√(M/100Q)

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

10 legged
8 legged
6 legged
12 legged

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

WR²/16
2WR²/16
5WR²/16
3WR²/16

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10
15
25
20

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
20 kg/cm²
15 kg/cm²
5 kg/cm²

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