• AISC 360-16 Design results

    Udhaya Kumar Manickavasagam
    Udhaya Kumar Manickavasagam
    Hello Team, While using AISC 360-16 in STAAD Pro Connect edition Update 10 beam results show wrong failing criteria. for example a beam which is within allowable slenderness limit shows failure criteria as 'slenderness' whereas the unity ratio shown…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Columns failing in tension in slenderness

    Noel12
    Noel12
    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
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Member capacity as per AISC 360-16

    Sellappan Karthick
    Sellappan Karthick
    Dear All, Please note the member capacity shown in the property dialog box is not as per the least capacity value calculated as per AISC 360-16. the design strength value showing in the beam property dialog box is not as per least design strength value…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Connection - AISC 360-16 Ch K1

    Alex Smith
    Alex Smith
    It appears the RAM Connection gusset plate connection HSS column checks are still referencing AISC chapter K1, which was mostly moved to chapter J in the 2016 version of the AISC spec. Is there a timeline for these being updated?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Compression and Flexure Interaction - Results

    Murilo Santos
    Murilo Santos
    Hello, I am trying to understand how RAM check interaction in steel elements using AISC. The code clearly requires to check equations H1-1a or H1-1b. I realized that although RAM do this calculation, it is displayed as intermediate results. The problem…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Bug in Warping constant in AISC360-16 Chapter E.4 (STAAD.Pro ver.22.04.00.40 )

    Koki Nozaki
    Koki Nozaki
    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…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • An inclined member (Stair stringer-MC 12x10.6) passing with AISC 360-10ASD, but failing in AISC 360-16 ASD showing Cl.D1

    Janakiraman
    Janakiraman
    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.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • AISC Code Check

    Grayson Gilliland
    Grayson Gilliland
    Hello, I am new to STAAD and have ran into an issue when checking a model. The model was initially checking for ACI 360-10 so I went to the STAAD Editor and changed the code check command to 2016. This changed the utilization ratio drastically on most…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD CONNECT v22.01.00.39 - AISC 360-10 Truss Design Check - Incorrect Labeling of Axial Force

    Michael Duncanson
    Michael Duncanson
    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…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Structural Engineering

    Veerababu Tirumalasetti
    Veerababu Tirumalasetti
    Hello Everyone, I designed a Tapered Built up section in STAAD as per AISC 360-10 and the same member as per AISC 360-16. The member failed in AISC 360-16. Can anyone help on this? Can someone explain me how STAAD calculates Elastic section modulus…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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