XR250
Structural
- Jan 30, 2013
- 5,972
Trying to determine the capacity of a residential floor system from 1991.
11 1/4" I-joists @ 16" O.C. spanning 20'-7". The webs are 3/8" plywood (not OSB) and the flanges appear to be SYP 2x4's.
Does anyone have a resource for I-joists this old?
11 1/4" I-joists @ 16" O.C. spanning 20'-7". The webs are 3/8" plywood (not OSB) and the flanges appear to be SYP 2x4's.

Does anyone have a resource for I-joists this old?