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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

20 mm
10 mm
15 mm
25 mm

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
8
10
16

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
35°
25°
55°

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
mc/t = n/(d - n)
t/mc = (d + n)/n
t/mc = (d - n)/n

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
No restriction on length
Higher bearing capacity
No decay due to termites

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l
8hp/l²
8hl/p
8hl/p²

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