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RCC Structures Design

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/10√Q
√(M/100Q)
√(M/Q)
M/100Q

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
230 kg/cm²
1400 kg/cm²
260 kg/cm²

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

Nil
200 kg/cm²
75 kg/m³
150 kg/m²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/60
WL²/15
WL²/90
WL²/30

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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
Magnel-Blaton system
Lee-McCall system
Freyssinet system

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/10th of the span
1/8th of the span
1/16th of the span
1/12th of the span

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