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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Winder
Rise
Tread

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO
Q/jdƩO
Q/2jdƩO
2 × Q/jdƩO

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d
d - n/3
d + n/3
n

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
6 cm
8 cm
4 cm

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
15 %
20 %
25 %

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
20
25
10

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