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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
16
12
10

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
150 kg/cm²
75 kg/m²
200 kg/m²

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Be uniform
Not be uniform
Be zero at the centre of the foundation

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/'+ (Z/M)
f = (P/A) + (M/Z)
f = (A/P) + (M/Z)
f = (P/A) + (M/6Z)

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8
Circular columns is 6
Rectangular columns is 4
All listed here

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

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

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