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RCC Structures Design

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
0.4
0.5
0.7

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

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

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

Temperature stress
Shrinkage stress
All listed here
Load

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
40
50
45

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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

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

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

Breadth of the rib + four times thickness of the slab
Least of the above
One-sixth of the effective span
Breadth of the rib + half clear distance between ribs

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