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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
High carbon steel
High tension steel
Mild steel

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.25
0.7
0.5
0.75

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

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

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

40
35
25
30

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RCC Structures Design
The load stress of a section can be reduced by

Decreasing the lever arm
Replacing smaller bars by greater number of greater bars
Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/8
WL/2
WL/4
WL/6

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