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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Diagonal tension
Vertical shear

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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

wl24
wl212
wl28
wl210

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis decreases
Lever arm decreases
Depth of neutral axis increases
Lever arm increases

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RCC Structures Design
A flat slab is supported

On beams
On columns
On beams and columns
On columns monolithically built with slab

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Balanced section
Critical section
All listed here
Economic section

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.775 Pa
D = 0.07775 aP
D = 0.00775 aP
D = 0.0775 aP

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