I have a 25 m span in my project that I added. I'm planning to pass with steel scissors, but I'm facing a lack of section. How can I fix it? What should I do to make it more economical?
Re: section deficiencies Hello, You have entered your coating snow load as 0.8 tf/m2. Check your snow load again. In your project, I can recommend you to make stabilized braces for roof top caps and to make tension elements for purlins.
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