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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
All listed here
Circular columns is 6
Octagonal columns is 8

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm
12 cm
8 cm
10 cm

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.00775 aP
D = 0.0775 aP
D = 0.775 Pa

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - tan φ)/(1 + tan φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)
wh (1 - sin φ)/(1 + sin φ)

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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

0.2
0.8
0.7
0.9

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