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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Strip
Raft
Footing

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

Less loaded column
A point of the maximum shear force
More loaded column
A point of zero shear force

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.3 H
0.7 H
0.4 H

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

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

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

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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

10 mm
20 mm
15 mm
25 mm

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