Designations
For clarity, reinforcement is usually tabulated in a "reinforcement schedule" on construction drawings. This eliminates ambiguity in the various notations used in different parts of the world. The following list provides examples of the different notations used in the architectural, engineering, and construction industry.
| Designation | Explanation |
|---|---|
| HD-16-300, T&B, EW | High strength (500 MPa) 16 mm diameter rebars spaced at 300 mm centers (center-to-center distance) on both the top and bottom face and in each way as well (i.e., longitudinal and transverse). |
| 3-D12 | Three mild strength (300 MPa) 12 mm diameter rebars |
| R8 Stirrups @ 225 MAX | D grade (300 MPa) smooth bar stirrups, spaced at 225 mm centres. By default in New Zealand practice all stirrups are normally interpreted as being full, closed, loops. This is a detailing requirement for concrete ductility in seismic zones; If a single strand of stirrup with a hook at each end was required, this would typically be both specified and illustrated. |
| Designation | Explanation |
|---|---|
| #4 @ 12 OC, T&B, EW | Number 4 rebars spaced 12 inches on center (center-to-center distance) on both the top and bottom faces and in each way as well, i.e. longitudinal and transverse. |
| (3) #4 | Three number 4 rebars (usually used when the rebar perpendicular to the detail) |
| #3 ties @ 9 OC, (2) per set | Number 3 rebars used as stirrups, spaced at 9 inches on center. Each set consists of two ties, which is usually illustrated. |
| #7 @ 12" EW, EF | Number 7 rebar spaced 12 inches apart, placed in each direction (each way) and on each face. |
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