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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
2h/3
h/2
h/3

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 25 mm or diameter
Smaller of 40 mm or diameter

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Five times
Three times
Four times

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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

2 × Q/jdƩO
Q/3jdƩO
Q/2jdƩO
Q/jdƩO

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Strap
Raft
Strip

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.7
0.9
0.6

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