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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
20 mm
22 mm

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb
(π/4). (ft .d/fb)
(π/4). (ft .d3/fb)
π ft .d²/fb

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

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

WR²/16
3WR²/16
None of these
2WR²/16

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Half the width of the panel
Diameter of the column
Radius of the column
One-fourth the width of the panel

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

8d
4d
12d
16d

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