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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
Two times
Four times
Three times

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)

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

Maximum shear force
Minimum bending moment
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
All of these
Higher bearing capacity
No restriction on length

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
20 kg/cm²
10 kg/cm²
15 kg/cm²

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf + eE
(C - 1) mf - eE
(1 - C) mf - eE
(C - 1) mf + eE

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