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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
45
40
55

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
Lever arm of the section
One-third lever arm of the section
One-half lever arm of the section

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.25
0.7
0.5

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
Weight of the soil above it
Load of the surcharge, if any
All listed here

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall

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

Load
Temperature stress
Shrinkage stress
All listed here

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