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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
38 d
28 d
58 d

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - cos φ)/(1 + sin φ)
wh (1 - sin φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)
w (1 - cos φ)/h (1 + sin φ)

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

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

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers minus one
Risers plus one
None of these

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RCC Structures Design
On piles, the drop must be at least

80 cm
124 cm
120 cm
123 cm

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span
1/15th of span
1/20th of span
1/30th of span

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