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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Five times
Three times
Four times

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/3P
WL/2P
WL/P

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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

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

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/6
WL/4
WL/8
WL/2

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
All listed here
Balanced section
Critical section

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

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

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