TablesI Design of composite members
Strength of Steel Headed Stud Anchors
PDF page 182 · AISC 360-22
| Condition | Rg | Rp |
|---|---|---|
| No decking | 1.0 | 0.75 |
| Decking oriented parallel to the steel shape | ||
| wr — hr ≥ 1.5 | 1.0 | 0.75 |
| wr — hr < 1.5 | 0.85[a] | 0.75 |
| Decking oriented perpendicular to the steel shape | ||
| Number of steel headed stud anchors occupying the same decking rib: | ||
| 1 | 1.0 | 0.6[b] |
| 2 | 0.85 | 0.6[b] |
| 3 or more | 0.7 | 0.6[b] |