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RCC Structures Design

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

230 cm
205 cm
210 cm
200 cm

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

10
16
8
12

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RCC Structures Design
The toe projection of foundation slabs is taken

As one sixth of overall height of the wall
As one third of the base
Equal to heel slab
Below ground surface

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/2) (1 - 2/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
One-fourth of its width
Half of its width
Equal to its width

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
36 bar diameters
18 bar diameters
30 bar diameters

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