| PURE AXIAL LOAD TABLE GENERAL NOTES |
| 1. Allowable loads are for one stud in concentric axial loading only. |
| 2. Allowable loads have not been modified for wind or earthquake loading. |
| 3. Allowable loads have been reduced for punchouts in accordance with D 4 of the AISI Specification. |
| 4. Lengths are for unbraced members and are given in feet. |