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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
45°
30°
All listed here

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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
25 mm
15 mm
10 mm

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
All listed here
Load
Temperature stress

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
6 mm
10 mm
8 mm

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RCC Structures Design
A pre-stressed concrete member

Is stressed after casting
Possesses internal stresses
Is made of concrete
Is made of reinforced concrete

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RCC Structures Design
A very comfortable type of stairs is

Dog legged
Straight
Open newel
Geometrical

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