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RCC Structures Design

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

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

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system
Magnel-Blaton system
Freyssinet system
Lee-McCall system

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.7
0.9
0.8

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

12 mm
6 mm
20 mm
22 mm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.25 times the average
1.75 times the average
2.0 times the average

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

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

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