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  • Users: 2much4any1
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  1. 2much4any1

    "Positive" moments

    Hello, Task: I need to design a building with 6 stories. Problem: After calculation, I've got "positive" (bending moments on bottom side) moments on beams above columns (supports) with vertical load. Possible reason: Shear walls are more rigid than columns so due to uneven vertical...
  2. 2much4any1

    thinwalled section

    How can I input dxf cross section in staad pro? I'm working with complex thinwalled steel sections (like Sigma cross section or combination of 2Sigma and 2C).Please help.Thnx
  3. 2much4any1

    Staad Pro

    How can I input dxf cross section in staad pro? I'm working with complex thinwalled steel sections (like Sigma cross section or combination of 2Sigma and 2C).Please help.Thnx

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