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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
205 cm
230 cm
210 cm

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
150 kg/cm²
200 kg/m²
Nil

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/25th of span
1/30th of span
1/20th of span

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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

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

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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

10 cm
20 cm
5 cm
15 cm

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RCC Structures Design
The advantage of reinforced concrete, is due to

Economy because of less maintenance cost
Monolithic character
All listed here
Fire-resisting and durability

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