• Tension Members Only and Track 2

    I know it has been asked but I cannot seem to get my file to bypass the slenderness check for the tension only bracing members. My file is attached if someone knows what i am doing wrong? I also do not believe it is printing out the full design track…
  • STAAD Connect - Unbraced Length Parameters Not Considered in Design

    Good day, My member element in STAAD is only 0.61-m however I want to analyze it at 2.4-m because that's the total length of the cantilever. To do that, I assigned a design parameter LT = 2.4 m and an additional factor of KT = 2.5 for W-Flange cantilever…