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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
20 %
50 %
10 %

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam
Least of the above
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab

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

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2200 kg/m³
2300 kg/m³
2400 kg/m³

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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

4 mm
5 mm
6 mm
7 mm

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
260 kg/cm²
190 kg/cm²
1400 kg/cm²

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