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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

80 cm
124 cm
120 cm
123 cm

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (A/P) - (M/Z)
f = (P/'- (Z/M)
f = (P/A) - (M/6Z)
f = (P/A) - (M/Z)

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 6
Not less than 6
Equal to 7
Less than 6

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

A/P
P/A
2A/P
P/2A

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Thrice the diameter
Four times the diameter
Twice the diameter

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/16th of the span
1/10th of the span
1/8th of the span
1/12th of the span

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