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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
5% of wall weight
12% of wall weight
7% of wall weight

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
Twice the diameter of thinner bar
One diameter of thicker bar
None of these

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
16 mm
14 mm
12 mm

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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

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

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Top of the column
Drop panel
Capital

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