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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

120 cm
80 cm
123 cm
124 cm

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
None of these
Was widely used in earlier days
Is not economical and hence not generally used

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Mid span and fixed support
Free end
Fixed end

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
Half the distance of projection
0.1 L from the centre edge of column
0.1 L from the outer edge of column

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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:

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

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

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