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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
40
30
35

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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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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Base slab is made 10 cm thicker than the stem
Thickness of the stem is kept same throughout
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
Magnel-Blaton system
C.L. standard system
Lee-McCall system

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
3WR²/16
WR²/16
2WR²/16

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

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

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