![]() ![]() ![]() The tabulated forces for a 12-inch on-center spacing shall be permitted to be used to determine the uplift load in pounds per linear foot.Linear interpolation between tabulated roof spans and wind speeds shall be permitted.For wall-to-wall and wall-to-foundation connections, the uplift connection force shall be permitted to be reduced by 60 pounds per linear foot for each full wall above.Explore the variety of connectors, from twisted straps and hurricane ties to truss tiedowns and holdowns, and learn how to. Whether you need to resist uplift, lateral, or tension loads, you can find the right connector for your project. ![]() This reduction shall not be combined with any other reduction in tabulated forces. If you are looking for roof truss and rafter connectors, ties, and straps for cold-formed steel construction, Simpson Strong-Tie has the solution for you. The ends must be placed against the rafters which should. It should be precisely cut to fit the two rafters making sure that it matches the roof angle.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |