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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
4 mm
5 mm
7 mm

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
2R + T = 30
2R + T = 60
R + 2T= 30

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

25
30
20
35

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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
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of zero shear force
A point of the maximum shear force
More loaded column
Less loaded column

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RCC Structures Design
A flat slab is supported

On beams and columns
On beams
On columns monolithically built with slab
On columns

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