Hi Eng-Tip-ers,
I've got a tapered I section for verification check as shown in the attached picture against Eurocode. There is not up-lift nor moments being transferred from top of the flange. All of the loads are in compression and shear.
1) How do I go about checking the web in buckling and...
Hi everyone,
It is my first post here. I've been lurking around and reading answers to questions I've for a while now. I've just graduated last year and I'm in my training period. I still have a lot to learn and a lot of questions I need answers to. And for a fact I know there are lots of...
