Hokie66 - Thats exactly what i'm looking for thanks.
And yeah slotting through solves the problem, but its not possible for me to do everywhere.
Thanks for the help.
Thanks i'll investigate.
I've looked through BS and Eurocodes but theres no real guidance.
The closest i've got yet is the distribution of stress from the flange of an SHS to its web, i think its fair to approximate a stress distribution from the cleat to the neutral axis of the wall of 1 to...
I am trying to design CHS columns that are taking lateral compression loads from struts. The struts are connected to the CHS columns via a cleat welded to the side of the column.
I'm trying to find any design guides that give guidance on calculating localised yield failures of the CHS web due...
