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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

wl28
wl212
wl210
wl24

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Decreased towards the centre of the beam
Kept constant throughout the length
Increased at the centre of the beam

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
0.15 %
6
1

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
3 m
6 m

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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
WL²/90
WL²/60
WL²/30

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/4Sb
l = dt/Sb
l = dt/3Sb
l = dt/2Sb

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