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Jason McCool

Jason McCool

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  • RE: Error- wall has free-standing end

    Seth Guthrie
    Seth Guthrie
    Yes, pull the wall back a tiny bit and span the gap with a gravity beam, It's going to have very little load on it, so the beam could be anything; steel, other, etc.
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Structural System- Semirigid Diaphragm with untopped metal deck

    Ally Goolabsingh
    Ally Goolabsingh
    I am currently working on a model with concrete tilt walls and joist girder moment frames (using the virtual joist tables) with an untopped metal deck as my diaphragm. Based on articles I have found on this site (as well as classifications per ASCE7)…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Anyone able to get the new Profis function to work?

    Linda Herrington
    Linda Herrington
    Hi Jason, Within PROFIS, when you checked the setting to import from RAM, did you exit that dialog with the Save button. I had a similar problem and exiting using Save fixed it. Within RAM Foundation, what happens when you click Ok in that "Please…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame - Eigenvalue Error [TN]

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): RAM Structural System; Ram Frame Version(s): Any Area: Analysis Eigen Value Error Messages The Eigen Value (eigenvalue) error message is given when the program cannot calculate all…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: ram elements

    Seth Guthrie
    Seth Guthrie
    Yes, but there is a trick to it. Navigate to the folder where your truss model lives. There should be a second file with the same name, but with a .FEM extension. That's the finite element model (meshed model) running behind the scenes. If you make a…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM connection Tubular/pipe connection bracing

    Seth Guthrie
    Seth Guthrie
    We are implementing the gusseted K type truss connections currently and that should be in the next version. Only the welded type tubular truss joints are in Ram Connection now. What design code are you using?
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM connection Tubular/pipe connection bracing

    Seth Guthrie
    Seth Guthrie
    About a month for the next version.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ASCE 7, AISC 360, and the Direct Analysis Method in the RAM Structural System

    Allen Adams
    Allen Adams
    Note: This is an updated and expanded wiki based on the requirements of ASCE 7-16 and AISC 360-16. The wiki previously was based on older versions of those documents. 18 July 2022: Corrections made in Step 4 for structures in Seismic Design Category…
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
    • Leo Dumond
  • RE: Roof Live Loads vs. Snow Loads RAM SS

    Gregory B. Reinke
    Gregory B. Reinke
    I started using RAMSteel in 1996. I remember around that time we were promised that wind uplift was getting added on the next release. 23 years later, and still waiting.
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PDF

    Modeling And Analysis of Diaphragms

    Allen Adams
    Allen Adams
    This pdf file contains the slides used in the webinar: Modeling and Analysis of Diaphragms.
    • ModelingAndAnalysisOfDiaphragms.pdf
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    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Files
    • Mostafa Elgammal
    • Ferris Masri
  • RE: RAM connection output still has errors in V12

    Seth Guthrie
    Seth Guthrie
    Thanks, I don't think I ever noticed that in the data report. I'll log it. Defect 932042 : Single plate Description in Data report uses odd values
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Connection CONNECT Edition (v12.0.0) Release Notes

    Carlos Perez
    Carlos Perez
    RAM Connection CONNECT Edition v12.0.0 Release Notes – Updated March 2018 Enhancements : 1. Hollow structural section connections. Based on AISC 360-16 and the AISC Design Guide 24. Including: HSS-to-HSS Truss Connections: Y-T connections …
    • 29 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Base Shear in RAM Structural

    Seth Guthrie
    Seth Guthrie
    There is also the Analysis log report which gives the sum of reactions for each loading.
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Connection CONNECT Edition Update 1 (v11.1.0.227) Release Notes

    Carlos Perez
    Carlos Perez
    RAM Connection CONNECT Edition v11.1.0 Release Notes – Updated May 2017 Enhancements : IS 800:2007 Indian steel design standard for connection design. RAM Connection now includes Bentley CONNECT Advisor v10.0.2 which is a CONNECT service enabling…
    • 29 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
    • Kush
  • RE: RAM Structural System - Steel Column Panel Zone Shear Calculation

    Karl G
    Karl G
    Section 3.3.3 in the RAM Frame Steel Post-Processors Manual addresses this question. An excerpt follows: "Two different equation sets are presented in AISC when performing panel zone checks. The first set (equations LRFD 3rd: K1-9, K1-10 / AISC 360…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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