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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Quarter span
Every section
Mid span

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Five times the diameter
Twice the diameter
Thrice the diameter

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
21.5 kg/cm²
7.6 kg/cm²
8.3 kg/cm²

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
As one sixth of overall height of the wall
Below ground surface
Equal to heel slab

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
20 mm
25 mm
15 mm

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

30
25
40
35

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