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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
150 kg/cm²
200 kg/m²
75 kg/m²

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis increases
Depth of neutral axis decreases
Lever arm decreases

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p²
8hp/l
8hl/p

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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

2800/3C
2800/C²
2300/2C
2800/C

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/4Sb
l = dt/2Sb
l = dt/3Sb
l = dt/Sb

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

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

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