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RCC STRUCTURES DESIGN

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
100 cm
50 cm
120 cm

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

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

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

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
5% of wall weight
7% of wall weight
10% of wall weight

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

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

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