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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

10 %
40 %
20 %
50 %

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
50
40
30

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

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

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.7
0.8
0.9

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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

12 cm
8 cm
6 cm
10 cm

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.5
0.75
0.7
0.25

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