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RCC Structures Design

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

124 cm
123 cm
80 cm
120 cm

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/C²
2800/C
2800/3C

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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
Five times
Three times
Six times

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a
D = 0.775 a²
D = 0.775 √a
D = 0.775 a

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete but high tensile steel
Low strength concrete only
High strength concrete and high tensile steel

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Every section
Mid span
Supports

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