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RCC Structures Design

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

Drop panel
None of these
Capital
Column head

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°
45°
55°
25°

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Under-reinforced section
Over reinforced section
Critical section
Economic section

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
mc/t = (d - n)/n
t/mc = (d - n)/n
mc/t = n/(d - n)

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/7th of the span
1/4th of the span
1/5th of the span

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a - b)/4a²bq
D = W (a² - b²)/8a²bq
D = W (a² - b²)/4a²bq
D = W (a² - b²)/4abq

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