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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
2.5
2
Less than 2.5

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

25
35
30
20

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

16 cm²
14 cm²
17 cm²
15 cm²

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RCC Structures Design
A foundation rests on

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

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
An elliptical curve
A straight line
A parabolic curve

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RCC Structures Design
A flat slab is supported

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

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