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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
20 kg/cm²
15 kg/cm²
5 kg/cm²

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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
20 mm
25 mm

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/10th of the span
1/12th of the span
1/8th of the span
1/16th of the span

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

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

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

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

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
Temperature stress
All listed here
Load

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