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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

80 cm
124 cm
123 cm
120 cm

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Remains within the flange
Coincides the geometrical centre of the beam
Remains below the slab

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Fixed end
Mid span and fixed support
Free end

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RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
10% of wall weight
5% of wall weight
12% of wall weight

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Three times
Six times
Five times

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

35
30
50
40

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