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Tapered I-Section Verification
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...- Accumulated
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- Replies: 14
- Forum: Structural engineering general discussion
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Skewed Beam to Column Moment Connection
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...- Accumulated
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- Replies: 17
- Forum: Structural engineering general discussion
