awa5114
Structural
- Feb 1, 2016
- 135
I'm using the following resource ( to check some TJI joists with point loads. The only problem: this manufacturer's "span tables" are all heavily based on uniform loads. Also they don't really show how the capacities are derived for these uniform loads. How does one determine capacities and deflections for these properietary joists with loading beyond the scope of the span tables, including point loads?