Section 4: PRESTRESSING STRANDS/BARS - Caltrans
allow the use of couplers for extending plain or deformed bars. The coupled unit must have a tensile strength of not less than the manufacturer’s minimum guaranteed ultimate tensile strength of the bars. Figure 4-2 – Typical Stress-Strain Curve for 0.5 inch (12.70 mm) 270 ksi (1860 MPa) Strand 2010 SS, Section 50-1.02B, Prestressing Steel. C
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www.virginiadot.orgReinforcing steel, rebars or bars that are referred in this chapter are uncoated deformed straight bars unless otherwise indicated. For concrete with compressive strength greater than 5.0 ksi, plain bars or coated bars, the designer needs to calculate the development lengths and lap splice lengths per the AASHTO LRFD specifications 8th Edition.