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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
10 cm to 12 cm
8 cm to 10 cm
12 cm to 15 cm

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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
25 mm
10 mm
15 mm

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = (d - n)/n
mc/t = n/(d - n)

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

WR²/16
2WR²/16
5WR²/16
3WR²/16

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Six times
Five times
Three times

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.9
0.7
0.8

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