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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.4 H
0.3 H
0.7 H
0.5 H

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Equal to its width
Half of its width
Three-fourth of its width

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RCC Structures Design
As the percentage of steel increases

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

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)²
w₁/w₂ = (l₂/l₁)³

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)
None of these
(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)⁴

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
As one sixth of overall height of the wall
As one third of the base
Below ground surface

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