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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
The effective width of a column strip of a flat slab, is

One-fourth the width of the panel
Half the width of the panel
Diameter of the column
Radius of the column

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/4th of the span
1/5th of the span
1/7th of the span

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm
15 mm
10 mm
20 mm

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Paraboloid
None of these
Semi-hemisphere

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

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