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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
High carbon steel
Mild steel
Stainless

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Mid span
Quarter span
Every section

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RCC Structures Design
Piles are usually driven by

Single acting steam hammer
All listed here
Drop hammer
Diesel operated hammer

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
Nil
200 kg/m²
150 kg/cm²

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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
2WR²/16
3WR²/16

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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

15 mm
10 mm
25 mm
20 mm

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