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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 1400/3C
m = 2800/3C
m = 700/3C
m = 3500/3C

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
12 mm
14 mm
10 mm

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
50 cm
75 cm
100 cm

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis decreases
Lever arm increases
Depth of neutral axis increases

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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 √(R² + T²)/T
w √(R + T)/T
w (R/T)

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