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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

2
Less than 2
2.5
Less than 2.5

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

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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
36 mm diameter
30 mm diameter
24 mm 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

0.696 %
0.796 %
0.496 %
0.596 %

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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
An under-reinforced section means

Steel provided on one face only
Steel will yield first
Steel is provided at the underside only
Steel provided is insufficient

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