Canadian building code. I understand using discrete length with a factor but I can't seem to find what factors to use for braced segments on a cantilever.
Sorry, I meant to write intermediate bracing. I plan on making a FEM and running a bucking analysis but was wondering if there were methods to check the models by hand. I'll try to post a sketch shortly.
Hi,
I'm working on a temporary beam that will cantilever 20 meters, I'm looking for information regarding the effective length to use. Most publication only discuss the restraint condition at the tip and the root, but what effects do adding intermediate bracing have on the effective length. Its...
