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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
55
45
50

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level
Continued up
All of the listed here

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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
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

36 bar diameters
24 bar diameters
30 bar diameters
18 bar diameters

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

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

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
20 cm
40 cm
30 cm

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