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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal compression
Horizontal shear
Diagonal tension

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R + T
√(R² + T²)
T - R
R - T

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/4th of the span
1/6th of the span
1/5th of the span

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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

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

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Mid span
Mid span and fixed support
Fixed end

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.2
0.8
0.9

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