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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
75 cm
100 cm
50 cm

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

51.5
52.5
54.5
53.5

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
12 cm
6 cm
8 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

None of these
30°
60°
45°

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Least of the above
Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/P
WL/2P
WL/4P
WL/3P

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