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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.18 %
0.12 %
0.15 %

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the shrinkage stress
All of these
Distribute the load
Resist the temperature stresses

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RCC Structures Design
A very comfortable type of stairs is

Open newel
Dog legged
Geometrical
Straight

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Semi-hemisphere
Paraboloid
None of these

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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

20 mm
10 mm
15 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

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

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