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Civil Engineering/Support under plinth beams

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Question

PB
In the drawings of a G +2 storey school building, it is shown that under the external plinth beams a PCC support of 1:3:6 has been built of width equal to width of plinth beam and depth less than the depth of footing. my questions are
1. that why is this support needed when already the plinth beams are resting column to column?
2. if we are using this arrangement that does this give us the leverage of resting all external plinth beams on this support rather than the columns?
3. has this arrangement something to do with the backfilling?? because I wanted to remove this PCC to cut off some cost

Regards
Saad Younus

Answer
Hi Saad,

If by PCC you mean a 50 to 75mm thick layer of weak concrete, then this is what we call blinding and it is there merely to give a flat surface to place rebar and spacers and formwork so that the beam does not get deformed or contaminated by the soil under the soffit when the concrete is freshly cast and wet. This layer is non-structural and is usually not relied upon for any support for beams that span from pad/column to pad/column, UNLESS the ground is competent enough to support the pressure, without undue settlement..

The only case where you can omit this blinding is when you use pre-cast plinth beams.

Arshad Khan

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