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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
8 cm to 10 cm
12 cm to 15 cm
6 cm to 7.5 cm

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

15 mm
10 mm
5 mm
7.5 mm

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Decreased towards the centre of the beam
Increased at the ends
Increased at the centre of the beam

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/4
M = pb (c - a)/4
M = pb (b - a)²/8
M = pb (b + a)/8
M = pb (b + a)/8

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Free end
Fixed end
Mid span and fixed support

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

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

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