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RCC Structures Design

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

50
30
56
40

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
50 cm
120 cm
100 cm

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d
d - n/3
d + n/3
n

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

Mid span
Mid span and fixed support
Fixed end
Free end

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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

WR²/16
Zero
3WR²/16
2WR²/16

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile edge
Neutral axis of the beam
Tensile reinforcement

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