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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.8
0.7
0.6

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.25
0.7
0.5

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

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

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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

15 mm
10 mm
20 mm
25 mm

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.9
0.2
0.8

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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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