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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
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Mid span
Supports
Quarter span

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Critical section
Over reinforced section
Under-reinforced section

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d
d + n/3
d - n/3

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The ratio of spans in two directions is less than 2
The slab is continuous over two supports
The slab is discontinuous at edges

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