LicensedToPEe
Structural
- Aug 2, 2004
- 62
I'm working on a rehab project (medium sized stadium) that was build around 1966 and some of the framing refers to a BL steel section (such as 18BL35). Now, from the 6th edition of AISC code, I see there are B sections (light beams) but they stop at 16x5-1/2B. From the details, the BL section has a shape of a WF section but I can't figure out what the difference would be. In my situation, I have a5 span girder made of 18WF50's that has 18BL35's as its 2nd and 4th spans.
Thanks for any help...
Thanks for any help...