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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

Five times
Three times
Four times
Two times

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment
Maximum shear force
Maximum bending moment
Minimum shear force

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

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

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
28 d
58 d
38 d

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

All listed here
bn (fc/2) (d - n/3)
Atft (d - n/3)
½ n₁ (1 - n₁/3) cbd²

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
10 legged
8 legged
6 legged

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