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

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers plus one
Risers minus one
None of these

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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

0.4 H
0.7 H
0.5 H
0.3 H

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.8
0.7
0.9

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
All listed here
Load
Shrinkage stress

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