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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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

High carbon steel
Stainless
Mild steel
High tension steel

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 3/qmax)

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

39 cm
40 cm
38 cm
37 cm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
25
10
20

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Semi-hemisphere
Paraboloid
Ellipsoid
None of these

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