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RCC Structures Design

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

0.3 H
0.5 H
0.7 H
0.4 H

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
100 kg/cm²
250 kg/cm²
175 kg/cm²

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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
Diameter of the column
Half the width of the panel
Radius of the column

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

None of these
WR²/16
3WR²/16
2WR²/16

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

Capital
Column head
Drop panel
None of these

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
12 mm
15 mm
11 mm

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