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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
10 cm to 12 cm
6 cm to 7.5 cm
8 cm to 10 cm

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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
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
40 %
20 %
10 %

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
150 kg/cm²
250 kg/cm²
350 kg/cm²

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

All listed here
Kx (1 + x/l) + bw
K/x (1 + x/d) + bw
Kx (1 - x/l) + bw

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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

20 cm
5 cm
10 cm
15 cm

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