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RCC Structures Design

RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Thermal insulation
Acoustic insulation
All of these

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
A point of zero shear force
A point of the maximum shear force
Less loaded column

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = n/(d - n)
(t + c)/n = (d + n)/n
mc/t = (d - n)/t
(m + c)/t = n/(d + n)

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
6 cm
4 cm
8 cm

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

7.6 kg/cm²
21.5 kg/cm²
8.3 kg/cm²
21.5 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/Q)
√(M/100Q)
M/100Q
M/10√Q

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