AITC Column Capacity Tables
AITC Column Capacity Tables provide a calculated load that can be supported based on column size, length and material properties.
Table specifications are provided with each table indicating assumptions used to calculate the loads. These tables are provided as a guideline. Specific column designs should be reviewed by a licensed design professional.
Douglas Fir – Larch
| Column Table - Duration of Load = 1.0 | |
| Column Table - Duration of Load = 1.15 | |
| Column Table - Duration of Load = 1.25 |
Southern Pine
| Column Table - Duration of Load = 1 | |
| Column Table - Duration of Load = 1.15 | |
| Column Table - Duration of Load = 1.25 |
AITC Technical Information
| AITC Beam Capacity Tables |
| AITC Beam Substitution Tables |
| AITC Column Capacity Tables |
| AITC Tudor Arch Tables |
| AITC Pitched and Tapered Curved Beam Tables |
| AITC Section Properties Tables |
