Step 1. Gather the rebar data
From the design/schedule, note: bar diameters (Ø), bar lengths and total rebar length per diameter, and the splice type (standard, transition, positional, anchor).
Step 2. Determine the number of joints
Number of couplers ≈ total rebar length of a given diameter ÷ stock bar length (usually 11.7 m) — this gives the number of joints. For vertical rebar in columns and walls, a joint occurs at each concreting lift.
- Straight joints of the same diameter — a standard coupler (type B / LX-C).
- Different diameter — transition (AT / LX-CT).
- Fixed bars — positional (AF / CF) or R/L.
- End anchorage — end anchor (AD1/AD2).
Step 3. Add a margin and tooling
Allow a 3–5% margin. Threaded couplers require a thread-rolling machine and tooling; crimp couplers require a hydraulic press and dies.
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