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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.12 %
0.18 %
0.10 %

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Semi-hemisphere
None of these
Ellipsoid
Paraboloid

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
150 kg/cm²
50 kg/cm²
250 kg/cm²

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

π ft .d²/fb
(π/4). (ft .d/fb)
(π/4). (ft .d3/fb)
ft .d/4fb

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
Twice the diameter of thinner bar
One diameter of thinner bar
None of these

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
6 legged
8 legged
10 legged

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