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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87
8.5
7.5
5.8

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
R + 2T= 30
2R + T = 30

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RCC Structures Design
The advantage of reinforced concrete, is due to

Monolithic character
Economy because of less maintenance cost
All listed here
Fire-resisting and durability

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
As one sixth of overall height of the wall
Equal to heel slab
Below ground surface

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)
Width/(Lever arm × Shear force)

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RCC Structures Design
A flat slab is supported

On beams and columns
On columns monolithically built with slab
On columns
On beams

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