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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
Shrinkage stress
All listed here
Temperature stress

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.18 %
0.15 %
0.10 %

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/'+ (Z/M)
f = (P/A) + (M/Z)
f = (A/P) + (M/Z)
f = (P/A) + (M/6Z)

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

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Decreased gradually towards the edge
Increased gradually towards the edge
Kept uniform throughout

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the span length

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