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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
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
8 legged
12 legged
10 legged

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RCC Structures Design
A very comfortable type of stairs is

Dog legged
Open newel
Straight
Geometrical

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Square with corners chamfered
Square
Octagonal

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
8
16
10

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

5
3
2
1

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