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RCC Structures Design

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

30
20
25
35

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

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

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
mc/t = (d - n)/n
t/mc = (d - n)/n
mc/t = n/(d - n)

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

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

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.496 %
0.696 %
0.596 %
0.796 %

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

2.5
Less than 2
2
Less than 2.5

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