top chord joist extensions - typical support condition
top chord joist extensions - typical support condition
(OP)
I have the condition where Type "R" joist extensions for K series joists have an extended span of roughly 4'-0".
Are tabulated load tables typically based on a simple span or a cantilevered span? I need to know if the closure piece that I am putting at the "free" end should be designed as load-bearing. Specifically, I am looking at Vulcraft joists.
Thanks.
Are tabulated load tables typically based on a simple span or a cantilevered span? I need to know if the closure piece that I am putting at the "free" end should be designed as load-bearing. Specifically, I am looking at Vulcraft joists.
Thanks.






RE: top chord joist extensions - typical support condition
Dik
RE: top chord joist extensions - typical support condition
Mike McCann
MMC Engineering
Motto: KISS
Motivation: Don't ask
RE: top chord joist extensions - typical support condition
RE: top chord joist extensions - typical support condition
Thank you for replying to my post.