Hello, actually it's a great job so thank you for this clear explanation. I just have an important question and I hope you to answer me: what is the cause of your partial fixed support ?? Actually, i have the same project approximately ( a hangar 40*32 m^2) so I enforced to use big section / Rafter 400*1000/ because the owner doesn't want any columns in the middle with fixed supports for column /net fixed/ without any releases so pls if you can tell me about your chosen supports... thank you in advance
Hello, actually it's a great job so thank you for this clear explanation. I just have an important question and I hope you to answer me: what is the cause of your partial fixed support ??
Actually, i have the same project approximately ( a hangar 40*32 m^2) so I enforced to use big section / Rafter 400*1000/ because the owner doesn't want any columns in the middle with fixed supports for column /net fixed/ without any releases so pls if you can tell me about your chosen supports...
thank you in advance
does those screenshots updates by itself after changes applied?
Also pls can you tell about your chosen thicknesses of Web and flanges ...
thank you again
great.