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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
7 mm
4 mm
5 mm

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

150 kg/cm²
Nil
200 kg/m²
75 kg/m²

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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

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

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl210
wl24
wl212

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σcAc + m σcAsc
σc[A + (m - 1)Asc]
All listed here
σc(A - Asc) + m σcAsc

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Distribute the load
Resist the temperature stresses
Resist the shrinkage stress
All of these

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