TIMBER HANGER CONNECTIONS
TIMBER HANGER CONNECTIONS
(OP)
Disregarding load testing...What type of analysis/calculations can be used to justify the, relatively, high loads that light gage timber/hanger
connections appear to have? Also, what literature is available in this regard?
connections appear to have? Also, what literature is available in this regard?





RE: TIMBER HANGER CONNECTIONS
www.simpsonanchors.com
RE: TIMBER HANGER CONNECTIONS
WHAT ARE THE ANALYSIS ASSUMPTIONS?
HOW IS IT THAT ,APPARENTLY, FAIRLY HEAVY LOADS ARE TRANSFERRED BY RELATIVELY, THIN 1/4" PLATE ASSEMBLIES...
---HOW DO THESE TIMBER SADDLE HANGER CONNECTIONS WORK?
I'M NOT INTERESTED IN WHAT SIMPSON DOES.......THEY APPARENTLY, LOAD TEST THEM.....BUT, THERE MUST BE A WAY TO ANALYSIS THEM--USING SIMPLE ANALYSIS TECHNIQUES.
WHAT IS GOING ON WITH THESES HANGERS...ALSO, THE
PREFAB/OFF THE SHELF MODELS ARE NOT PLEASANT TO LOOK AT.
THANKS,
RE: TIMBER HANGER CONNECTIONS
RE: TIMBER HANGER CONNECTIONS
NO FREE LUNCH, HUH?
RE: TIMBER HANGER CONNECTIONS
This probably still doesn't answer your question, but I still haven't figured out exactly what you are wondering.
Daniel
RE: TIMBER HANGER CONNECTIONS
ON TIMBER HANGER CONNECTIONS....IT HAS BEEN HELPFUL...
ONCE AGAIN, THANKS,
LEXTOO