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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.12 %
0.15 %
0.18 %

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
6
4 %
1

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

Rise
Flight
Tread
Winder

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/4Sb
l = dt/Sb
l = dt/2Sb

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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/2jdƩO
Q/jdƩO
Q/3jdƩO
2 × Q/jdƩO

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
35°
45°
25°

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