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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Tread
Flight
Rise

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Four times the diameter
Thrice the diameter
Twice the diameter

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
12 mm
22 mm
6 mm

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

100 cm
50 cm
120 cm
75 cm

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Square
Octagonal
Circular

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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
25 mm
15 mm

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