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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
3WR²/16
WR²/16
2WR²/16

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
12 bar diameters
30 bar diameters
18 bar diameters

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
K/x (1 + x/d) + bw
All listed here
Kx (1 + x/l) + bw

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Mid span
Fixed end
Free end

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

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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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