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RCC Structures Design

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

3WR²/16
WR²/16
Zero
2WR²/16

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Least of the above

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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)/2] h
(p₁ - p₂) ⅔h
[(p₁ - p₂)/2] h

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
1
5
2

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.7
0.4
0.5

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m + r)] d
[(m + r)/m] d
[m/(m - r)] d
[(r - m)/m] d

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