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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
58 d
38 d
48 d

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.10 %
0.15 %
0.12 %

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L
0.207 L
0.307 L
0.407 L

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RCC Structures Design
An under-reinforced section means

Steel provided is insufficient
Steel will yield first
Steel provided on one face only
Steel is provided at the underside only

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 + x/l) + bw
All listed here
Kx (1 - x/l) + bw
K/x (1 + x/d) + bw

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

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

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