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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Temperature stress
Shrinkage stress
Load

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R + T)/T
w (R + T)/T
w (R/T)
w √(R² + T²)/T

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/6
WL/4
WL/2
WL/8

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8
All listed here
Rectangular columns is 4
Circular columns is 6

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

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

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

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

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