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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

8 legged
10 legged
6 legged
12 legged

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.5 m
4.0 m
4.7 m

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

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
100 kg/cm²
175 kg/cm²
250 kg/cm²

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
Circular columns is 6
Octagonal columns is 8
All listed here

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 6
Equal to 7
Less than 6
Not less than 6

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