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RCC Structures Design

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

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

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
10 mm
7.5 mm
15 mm

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
25 kg/cm²
15 kg/cm²
10 kg/cm²

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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

20 cm
15 cm
5 cm
10 cm

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.7
0.2
0.9

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
30
35
40

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