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RCC Structures Design

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

wl210
wl28
wl24
wl212

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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

WL²/15
WL²/60
WL²/30
WL²/90

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

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

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

200 kg/cm²
Nil
150 kg/m²
75 kg/m³

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Minimum bending moment
Maximum shear force
Maximum bending moment

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