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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
30
56

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

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
8 legged
6 legged
10 legged

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
15 mm
10 mm
12 mm

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Capital
Drop panel
Column head

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
Less than 2.5
2
2.5

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