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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
12 cm to 15 cm
10 cm to 12 cm
8 cm to 10 cm

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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

30°
60°
45°
None of these

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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

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

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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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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Straight bar splice
Dowel splice
Hooked splice

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
150 cm
100 cm
50 cm

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