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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
High tension steel
Mild steel
Stainless

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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
15 mm
25 mm
10 mm

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

0.25
0.7
0.5
0.75

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

12 mm
8 mm
10 mm
6 mm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
30 mm diameter
24 mm diameter
36 mm diameter

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Needs revision of the section
Safe in shear
Is safe with stirrups and inclined members
Is safe with stirrups

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