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PSC CODE BOOK 1343

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Comparison of non-prestressed beam and prestressed concrete beam under load:
1. Non-prestressed beam without load
2. Non-prestressed beam with load
3. Before concrete solidifies, cables embedded in concrete are tensioned
4. After concrete solidifies, cables apply compressive stress to concrete
5. Prestessed beam without load
6. Prestressed beam with load
Prestressed concrete is a form of concrete used in construction that while under construction is substantially "prestressed" (compressed) in the areas that will be subjected to tensile forces while in service to strengthen it against these forces.This compression is produced by the tensioning of high-strength "tendons" located within or adjacent to the concrete volume and is done to improve the performance of the concrete in service. Tendons may consist of single wires, multi-wire strands or threaded bars that are most commonly made from high-tensile steels, carbon fiber or aramid fiber. The essence of prestressed concrete is that once the initial compression has been applied, the resulting material has the characteristics of high-strength concrete when subject to any subsequent compression forces and of ductile high-strength steel when subject to tension forces. This can result in improved structural capacity and/or serviceability compared with conventionally reinforced concrete in many situations. a prestressed concrete member, the internal stresses are introduced in a planned manner so that the stresses resulting from the superimposed loads are counteracted to the desired degree.
Prestressed concrete is used in a wide range of building and civil structures where its improved performance can allow for longer spans, reduced structural thicknesses, and material savings compared with simple reinforced concrete. Typical applications include high-rise buildings, residential slabs, foundation systems, bridge and dam structures, silos and tanks, industrial pavements and nuclear containment structures.

To download prestressed code book  Click here 

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