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RCC Structures Design

RCC Structures Design
A foundation rests on

Both B and C
Foundation soil
Base of the foundation
Sub-grade

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Four times the diameter
Thrice the diameter
Twice the diameter

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
36 mm diameter
30 mm diameter
18 mm diameter

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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
1400 kg/cm²
190 kg/cm²

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter
Smaller of 25 mm or diameter
Greater of 40 mm or diameter
Smaller of 40 mm or diameter

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
15 mm
10 mm
11 mm

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