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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Three times
Four times
Six times
Five times

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
No decay due to termites
Higher bearing capacity
No restriction on length

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

Five times
Four times
Two times
Three times

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hp/l
8hl/p²
8hl/p

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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

10 legged
12 legged
6 legged
8 legged

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