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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
10 kg/cm²
15 kg/cm²
20 kg/cm²

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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/C
2800/3C
2800/C²

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻²
3.0 × 10⁻⁵

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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

Mid span
Quarter span
Every section
Supports

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RCC Structures Design
The minimum head room over a stair must be

205 cm
230 cm
210 cm
200 cm

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.12 %
0.18 %
0.15 %

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