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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r²) M
(5/6) (r/1 + r²) M

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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
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span

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RCC Structures Design
Piles are usually driven by

All listed here
Diesel operated hammer
Single acting steam hammer
Drop hammer

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

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

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)

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