Does anyone know where I can find an example to check the web of a beam subject to bending caused by an eccentric load applied to the bottom flange via a cantilvever welded or bolted to the bottom flange. the beam would be pinned at both ends. Lets say the beam is 6m long and the cantilever arm is in the middle if it makes a difference?
I want to know, when the cantiliver tries to bend the bottom flange ( and the bottom flange doesn't fail), how does this then effect the web. If anyone knows where I can see an example of this it would be a great help.