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RCC Structures Design

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

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Coincides the geometrical centre of the beam
Remains within the flange
None of these
Remains below the slab

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Vertical shear
Diagonal compression
Diagonal tension

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
11 mm
10 mm
15 mm

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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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