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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
20 kg/cm²
10 kg/cm²
15 kg/cm²

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

None of these
3WR²/16
2WR²/16
WR²/16

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Tread
Winder
Rise
Flight

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

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
100 cm
300 cm
200 cm

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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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