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RCC Structures Design

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
100 kg/cm²
300 kg/cm²
200 kg/cm²

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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

Six times
Four times
Five times
Three times

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

80 cm
120 cm
124 cm
123 cm

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

Fixed end
Free end
Mid span
Mid span and fixed support

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.775 Pa
D = 0.0775 aP
D = 0.00775 aP

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

Strip
Footing
Raft
Strap

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