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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Drop panel
Capital
Column head

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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
20 mm
10 mm

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16
3WR²/16
Zero
WR²/16

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Smaller of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 25 mm or diameter

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.8
0.2
0.9

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.775 Pa
D = 0.0775 aP
D = 0.07775 aP
D = 0.00775 aP

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