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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers plus one
Risers minus one
None of these

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

All listed here
σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
σcAc + m σcAsc

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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
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

25 cm
20 cm
35 cm
30 cm

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
3WR²/16
Zero
2WR²/16

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
High strength concrete and high tensile steel
Low strength concrete only
High strength concrete only

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