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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
40
35
25

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
None of these
Risers plus one
Risers minus one

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Needs revision of section
Is safe with stirrups and inclined bars
Is safe in shear

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

20 cm
25 cm
35 cm
30 cm

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

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

Semi-hemisphere
Ellipsoid
None of these
Paraboloid

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