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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

25
35
20
30

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ
W - P cos θ
W - P sin θ
W - 2P cos θ

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL/8
WL²/24
WL²/16

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

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

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

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
190 kg/cm²
260 kg/cm²
1400 kg/cm²

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