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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
45°
55°
35°

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RCC Structures Design
As the percentage of steel increases

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

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RCC Structures Design
A flat slab is supported

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

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

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

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl28
wl24
wl210

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
20 mm
10 mm
15 mm

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