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Thanks for the help. What is the difference between wind pressure (5.2) and wind forces (5.3), and what kind of load should be applied to the building facade?

Is there a project or an example where the Wind Actions is applied?

Many thanks!

Good afternoon. In formulas 4.8 and 4.10 I can not figure out how the measurement system. q?https://files.engineering.com/getfile.aspx?folder=20b997be-a251-4a16-bfa1-eb4e9446a00c&file=W_A.JPG

Here's what our load and impact table looks like. We are switching to Eurocodes and for the calculation part we need a load collection table compiled according to Eurocodes. I want to figure out where and how to load. What coefficients are applied and where do they come from. If you have a table...

I need a load collection table compiled according to Eurocodes. I can’t figure out how they are going to.

Good afternoon. Help me to understand. How are snow and wind loads collected and set according to Eurocodes? And also from seismic. Maybe there is some kind of step-by-step instruction?

Good afternoon. I am looking for a finished project on Eurocodes, mainly for parsing the calculated part (Reinforced concrete/steel).Thanks