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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/3
h/2

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter
Seven times the diameter
Thrice the diameter
Four times the diameter

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the diameter of the column
5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the span length

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

10 cm
5 cm
20 cm
15 cm

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
50
30

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)
R + T
T - R
R - T

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