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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3
h/2
2h/3
h/4

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d
d + n/3
d - n/3

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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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

wl212
wl24
wl28
wl210

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RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is dry
All listed here
Is not cohesive

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