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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/100Q
M/10√Q
√(M/100Q)
√(M/Q)

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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
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P cos θ
W - 2P cos θ
W - P sin θ
W - 2P sin θ

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

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

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/3
b/4
b/5
b/6

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Raft
Strap
Strip

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