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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Vertical shear
Diagonal compression
Diagonal tension

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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
52.5
53.5
51.5

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RCC Structures Design
A flat slab is supported

On beams and columns
On beams
On columns
On columns monolithically built with slab

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r/1 + r²) M
(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r³) M

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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

35
40
25
30

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

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

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