Boise Cascade Engineered Wood Products
Southern Engineered Wood Products Specifier Guide
BCI 60s Series Joist Roof PLF Table
Southern Engineered Wood Products Specifier Guide
Southern EWP
Specifier Guide - 115% and 125%
BCI 60s Series Joist - 2 5/16" Flange Width
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| Allowable Uniform
Roof Load In pounds per lineal foot (PLF) |
|||||||||
|---|---|---|---|---|---|---|---|---|---|
| 11 7/8" BCI 60s | 14" BCI 60s | 16" BCI 60s | |||||||
| Span (ft.) |
Total Load | Defl. | Total Load | Defl. | Total Load | Defl. | |||
| Snow (115%) |
Non-Snow (125%) |
L/240 | Snow (115%) |
Non-snow (125%) |
L/240 | Snow (115%) |
Non-Snow (125%) |
L/240 | |
12 |
162 |
176 |
- |
168 |
182 |
- |
194 |
211 |
- |
- Total Load values are limited by shear, moment, or deflection equal to L/180.
- Deflection values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply.
- Where a Deflection value is not shown, the Total Load value will control.
- Slope roof joists at least 1/4" over 12" to minimize ponding.
- Table values represent the most restrictive of simple or multiple span applications.
- This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC Calc software.




