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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
2R + T = 60
2R + T = 30
R + 2T= 30

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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

0.3 H
0.5 H
0.7 H
0.4 H

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

Less loaded column
More loaded column
A point of zero shear force
A point of the maximum shear force

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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)⁴
(wx/wy) = (ly/lx)²

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

20 mm
22 mm
6 mm
12 mm

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
12 legged
10 legged
8 legged

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