• Columns failing in tension in slenderness

    My model is giving me the controlling load case from AISC D.1, slenderness in tension (member 7 and 8). Why is that? filter press building.STD
  • Bug in Warping constant in AISC360-16 Chapter E.4 (STAAD.Pro ver.22.04.00.40 )

    STAAD.Pro ver. 22.04.00.40 ” The correct Cw (Warping constant) value is not assigned by the members ” I modeled all these members in the GUI. Other than PG(Plate Girder), I used American Property, and created User table about PG. Here, I compared…
  • An inclined member (Stair stringer-MC 12x10.6) passing with AISC 360-10ASD, but failing in AISC 360-16 ASD showing Cl.D1

    I am designing a Stair stringer with MC 12x10.6, keeping all parameters same, results showing as failed in AISC 360-16 ASD but passing in AISC 360-10 ASD. The failure clause D1 is same in both versions.
  • STAAD CONNECT v22.01.00.39 - AISC 360-10 Truss Design Check - Incorrect Labeling of Axial Force

    Hello! I have had a colleague come to me with a problem with the latest STAAD CE (v22.01.00.39). They created a simple truss model, and when checking the compression chord (Beam 3) on the outside of the truss, the loading diagram and beam end results…