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RCC Structures Design

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

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

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile reinforcement
Tensile edge
Neutral axis of the beam
Longitudinal central axis

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RCC Structures Design
The minimum head room over a stair must be

230 cm
205 cm
200 cm
210 cm

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Diagonal tension
Horizontal shear
Vertical shear

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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

20 mm
10 mm
15 mm
25 mm

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

30
35
20
25

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