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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On columns
On beams
On columns monolithically built with slab

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

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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
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
30
35
50

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Shrinkage of concrete
All of the listed here
Creep of concrete
Elastic shortening of concrete

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