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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Open newel
Geometrical
Straight
Dog legged

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

15 mm
5 mm
7.5 mm
10 mm

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/30th of span
1/25th of span
1/15th of span

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RCC Structures Design
As the percentage of steel increases

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

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

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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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