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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
High carbon steel
High tension steel
Mild steel

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
150 kg/cm²
350 kg/cm²
250 kg/cm²

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

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

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/4] h
(p₁ - p₂) ⅔h
[(p₁ + p₂)/2] h
[(p₁ - p₂)/2] h

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A parabolic curve
A circular curve
A straight line
An elliptical curve

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