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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

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

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

60°
45°
30°
None of these

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
18 bar diameters
24 bar diameters
36 bar diameters

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

A/P
P/2A
P/A
2A/P

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

0.18 %
0.12 %
0.10 %
0.15 %

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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

T - R
√(R² + T²)
R + T
R - T

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