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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
2.5 diameters
3 diameters

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
20 cm
75 cm
40 cm

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

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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

54.5
53.5
51.5
52.5

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
20 kg/cm²
15 kg/cm²
10 kg/cm²

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

7 mm
4 mm
6 mm
5 mm

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