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RCC Structures Design

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

150 kg/cm²
200 kg/m²
75 kg/m²
Nil

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Four times the diameter
Twice the diameter
Thrice the diameter

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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/Q)
M/10√Q
√(M/100Q)

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

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

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system
Freyssinet system
Magnel-Blaton system
Lee-McCall system

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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