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RCC Structures Design

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

None of these
Drop panel
Column head
Capital

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A straight line
An elliptical curve
A parabolic curve
A circular curve

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

8 legged
12 legged
6 legged
10 legged

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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/Q)
M/10√Q
M/100Q
√(M/100Q)

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w (R/T)
w (R + T)/T
w √(R + T)/T

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r²) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r⁴) M

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