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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

50
40
56
30

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
45
35
30

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RCC Structures Design
A foundation rests on

Sub-grade
Both B and C
Foundation soil
Base of the foundation

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

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

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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
20 mm
25 mm
15 mm

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span
Free end
Mid span and fixed support

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