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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
4 %
6
0.15 %

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/8
M = pb (b - a)²/4
M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b + a)/8

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RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams and columns
On beams
On columns

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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 √(R + T)/T
w (R/T)
w (R + T)/T
w √(R² + T²)/T

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
Lever arm of the section
One-half lever arm of the section
One and half lever arm of the section

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
6 cm to 7.5 cm
8 cm to 10 cm
12 cm to 15 cm

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