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RCC Structures Design

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

High carbon steel
Stainless
Mild steel
High tension steel

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is decreased by Pe/Z
Is increased by Pe/Z
Remains unchanged
Is increased by PZ/e

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
3.0
1.0
1.5

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Five times the diameter
Twice the diameter
Thrice the diameter

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = n/(d - n)
t/mc = (d - n)/n
t/mc = (d + n)/n
mc/t = (d - n)/n

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
10 %
20 %
50 %

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