Infinite Menus - Place Holder (Dreamweaver Design View)
TITEN® Concrete & Masonry Screws
Tension and Shear Load Values in Face Shell
of Hollow and Grout-Filled CMU
 |
Information on this page has been updated since the printing of the 2008 Anchor Systems Catalog (C-SAS-2008).
To view the specific changes made to this page in detail, see Catalog Errata. |
- The tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. For installations under the UBC use a safety factor of 4.0 (multiply the tabulated allowable loads by 1.25).
- Spacing may be reduced 50% with a corresponding 50% reduction in allowable tension and shear load capacities.
- Edge distances may be reduced 50% with a corresponding 50% reduction in allowable tension and shear load capacities.
- Linear interpolation may be used for intermediate spacing and edge distances.
- Maximum anchor embedment is 1 1/2" (38.1 mm).
