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RCC Structures Design

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

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

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/32 for end panels without drops
All listed here
L/36 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

3.0
2.0
1.0
1.5

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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

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

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
25
15

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]

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