Hello,
I apologize beforehand if this is a redundant question. I have done a few years worth of work with wood design but haven't seen this before. I am doing an inspection of an existing glulam roof truss to verify the allowable live load capacity of the roof. Per my model, the wood truss...
Perfect. That set me on the right track...
And luckily being an AISC member I was able to DL the torsional design manual for free to see what eqn's they were using.
Thanks
Hello,
I'm new to the forums, but have had the chance to use RISA a bit. I have a question concerning Torsional Analysis in RISA. I've tried to find this somewhere in the help files but couldn't so here it goes.
I'd like to know what equations are used to analyze a torsional effect acting on...
