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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
Nil
75 kg/m²
150 kg/cm²

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

25
15
10
20

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Trapezoidal
Rectangular
Triangular
Square

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

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
4 mm
6 mm
7 mm

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

100 cm
120 cm
50 cm
75 cm

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