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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
50 cm
100 cm
75 cm

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/25th of span
1/15th of span
1/20th of span

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
All listed here

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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

10 mm
20 mm
15 mm
25 mm

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

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

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
12 cm to 15 cm
3 cm to 5 cm
5 cm to 8 cm

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