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RCC Structures Design

RCC Structures Design
A foundation rests on

Both B and C
Base of the foundation
Foundation soil
Sub-grade

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Decreasing the lever arm
Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars

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

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

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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

25
20
30
35

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
Lever arm of the section
One-half lever arm of the section
One and half lever arm of the section

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl212
wl210
wl24

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