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RCC STRUCTURES DESIGN

RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
250 KN/mm²
150 KN/mm²
200 KN/mm²

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/4abq
D = W (a - b)/4a²bq
D = W (a² - b²)/4a²bq
D = W (a² - b²)/8a²bq

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

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

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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
A pre-stressed concrete member

Is made of concrete
Is stressed after casting
Possesses internal stresses
Is made of reinforced concrete

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