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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

8d
16d
4d
12d

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm
15 mm
20 mm
25 mm

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

(m + c)/t = n/(d + n)
(t + c)/n = (d + n)/n
mc/t = n/(d - n)
mc/t = (d - n)/t

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel
Low strength concrete only

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

None of these
One diameter of thicker bar
Twice the diameter of thinner bar
One diameter of thinner bar

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Straight above centroidal axis
Parabolic with convexity upward
Parabolic with convexity downward

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