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RCC Structures Design

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

Three times
Four times
Six times
Five times

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers minus one
None of these
Risers plus one

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula
Rankine formula
Grashoff formula
Marcus formula

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

Half the distance of projection
One-fourth the distance of projection
0.1 L from the centre edge of column
0.1 L from the outer edge of column

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

100 cm
200 cm
300 cm
150 cm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/60
WL²/30
WL²/90
WL²/15

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