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RCC Structures Design

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

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

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RCC Structures Design
On piles, the drop must be at least

124 cm
120 cm
80 cm
123 cm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
25
15

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

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

5 cm
20 cm
15 cm
10 cm

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A straight line
An elliptical curve
A circular curve
A parabolic curve

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