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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
0.15 %
1
4 %

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

200 cm
230 cm
205 cm
210 cm

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
The slab is discontinuous at edges
It supports live loads in both directions
The ratio of spans in two directions is less than 2

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity upward
Straight above centroidal axis
Straight below centroidal axis
Parabolic with convexity downward

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

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
Was widely used in earlier days
None of these
Is not economical and hence not generally used

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