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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
50
45
55

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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

53.5
54.5
51.5
52.5

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.50 times the average
1.75 times the average
2.0 times the average

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Strap
Footing
Raft

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

Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Least of the above
Distance between the centers of T-beam

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Three times
Five times
Two times

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