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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Tread
Rise
Winder

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

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 2/qmax)

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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
Drop panel
Capital
Top of the column

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth
1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/A) + (M/6Z)
f = (A/P) + (M/Z)
f = (P/'+ (Z/M)
f = (P/A) + (M/Z)

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