Eurocode-Combined forces check
Eurocode-Combined forces check
(OP)
Hello all,
I am currently studying the EC3-2005 and have a couple of questions regarding the combination forces.
I noticed that if we have an axial compression and bending forces, we will be using equations 6.61 and 6.62 on page 65.
Which clauses do we use to check if we have tension and bending or axial compression and shear?
Thanks in advance...
I am currently studying the EC3-2005 and have a couple of questions regarding the combination forces.
I noticed that if we have an axial compression and bending forces, we will be using equations 6.61 and 6.62 on page 65.
Which clauses do we use to check if we have tension and bending or axial compression and shear?
Thanks in advance...






RE: Eurocode-Combined forces check
I'm drawing a blank when trying to imagine a situation where you have axial compression and shear without bending
RE: Eurocode-Combined forces check
RE: Eurocode-Combined forces check
It also seems unlikely to have two opposing forces as described. Not saying it isn't possible, I just don't think I've ever really come across that situation unless it is at a support in which case I'm not really concerned about axial load causing an issue.