• WHEN I ASSIGN THE WIND LOAD THE PROGRAM ENCOUNTERED TO PROBLEM AND SUGGEST TO SEND REPORT AND CLOSED.

    Mohammad Haroon Mohammadi
    Mohammad Haroon Mohammadi
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SIG Virtual Workshop: STAAD – From STAAD 3D Models to 2D Design Deliverables

    Kelly Fox
    Kelly Fox
    Title: SIG Virtual Workshop: STAAD – From STAAD 3D Models to 2D Design Deliverables Date/Time: June 18, 2020 01:00 P.M. EDT Presenter: Karimu Rashad, Senior Application Engineer, Structural, Bentley Systems, Inc. Register Now This STAAD Special…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • 3D rendered view not showing sections nor elements

    Emiliano Marino
    Emiliano Marino
    Hello everyone, hope everything is doing great so far. I recently created a structure with 644 elements, I began to assign properties and when I wanted to see how it looked rendered I click the 3D pyramidal button and only axes are being shown. When…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concept - Bug in tendonTool to Export tendon Profiles from RAM Concept in tabular form to Excel

    Carl Abinader
    Carl Abinader
    Example for RAM.zip Dear Concerned, I have attempted to use the following link attached by RAM Concept team to extract tendon Profile into a Tabular Format. However many tendons are missing from the extracted Table. Please find attached the following…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Shear wall design erro

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day Everyone, I have completed a staad model of a staircase, however I have been recieving the following error from the shear wall design results "FAILED:NO REBAR IS AVAILABLE FOR VERTICAL REINFORCEMENT". Does any one know why this would occur…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Shear wall design

    Gilbert Fontenard
    Gilbert Fontenard
    Hi Everyone, How does staad treat out of plane forces in the design of shear walls? As I've never seen Staad generate an interaction diagram for the design of these members. Which design methodology does staad employ in its shear wall designs?
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Diaphragm modeling

    Gilbert Fontenard
    Gilbert Fontenard
    Hi everyone, 1.)How can I ensure that the moment results I obtain for my beams are accurate for a model which incorporates a plate element. I am currently modelling a staircase with the use of beam, plate and surface elements, however, the moments I…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Perpendicular shear wall footing

    Gilbert Fontenard
    Gilbert Fontenard
    Good day, How can I best model a footing that support perpendicular shear walls. In these cases the footing would intersect each other and would therefore share one common node. I have tried the GEN FIXED command with no errors but with the following…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of composite steel beams

    Gilbert Fontenard
    Gilbert Fontenard
    Good day, I have used Staad to model a composite slab and design the beams supporting this slab. However, upon completing the steel design in staad the design results presented are very strange. All the members passed, however the results only presented…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dynamic eccentricity for earthquake loading

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day, I have done a seismic analysis and noticed the following note: ***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM. TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS. DYNAMIC ECCENTRICITY APPLIED = DEC -…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staircase Analysis

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day, I have modeled a staircase in Staad using beam and plate elements, but I am unsure about the suitability of the model. My main issue I have relating to the model is whether or not the analysis results obtained for the columns are accurate…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Special Moment frame Stair case

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day, I am currently modelling a staircase supported by a moment frame and I have come across a strange occurrence. When I checked my column forces the axial forces seemed alright but the moments were strange as the moments generated along the…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Shear wall design

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day fellow colleagues, I have tested two models to complete a shear wall design using staad pro. In one model I included only the shear walls, beams and columns and in the other model I included all of the above mentions elements plus the slab…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Web Tapered Members - Plate wise estimate

     Sayed Saleemuddin Tanueer
    Sayed Saleemuddin Tanueer
    Dear Sir/Madam, I have designed a Frame using web tapered members in STAAD Pro. The frame weight shows the weight of different beams members used. For example, the frame is having a member whose dimensions are Web- 250 to 750 mm Web thickness…
    • Answered
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Exporting .DXF from STAAD

    Maen Abdulhaq
    Maen Abdulhaq
    I have two issues: -I tried to export .dxf from STAAD and saved that file, but when tying to open it with AutoCAD 2006/2015 nothing was shown on screen and even like nothing was exported. Do Ihave to select members or do some previous step before? - Is…
    • Answered
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame - Overlapping Node Numbers in Plan View

    Seth Guthrie
    Seth Guthrie
    Product(s): RAM Structural System; RAM Frame Version(s): Any Environment: N/A Area: Analysis; Graphics Problem Description In plan view within Ram Frame - Analysis mode, showing node numbers (View - Node…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Need help -Time history - loads due to inertia/waves.

    Ivar Hoelaas
    Ivar Hoelaas
    Hi I'm currently working on my thesis. Our tools are: Autodesk Inventor Staad Pro ANSYS 13. CEASAR II We are making a CFU-skid for FPSO. The vessel is subjected to acceleration due to waves. I want to do a dynamic analysis of…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Problem about the 3-D truss bridge model compared with the 2-D simplified model

    Xman888
    Xman888
    Can anyone quickly glance my model to give me some advice. I put a simplified 2D truss and 3D truss model by STAAD PRO together. The top chord and vertical members conform well. But the lower chord and transverse forces in the middle three panels,…
    • Structure2 with pinned connections.std
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro Output Display Questions

    JVeldorale
    JVeldorale
    Hello! I am trying to get STAAD.pro to make what my manager calls "a pretty picture." In other words, I need to know if it is possible to do two things and how to do them if it is: 1) Can sections designed inn Section Builder (i.e. an S-Shape with…
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • help needed for the staad model !! (shown in the .jpg file)

    Guru Prasanna
    Guru Prasanna
    I've made the slab base (with the required thickness), attached it to the roof slab with 4 columns.. i've manually calculated all the loadings possible, and assigned them to the roof slab (as a floor load), and the self weight for all members.. but i…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Structural Systems - Bundled Rebar in Concrete Columns

    Matthew Watkins
    Matthew Watkins
    Does anyone know if/how you can model bundles of rebar in RAM Structural System? Currently I'm only seeing the equal spacing method for placing rebar within the concrete columns, but this is overly conservative when considering the bending stress in the…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: RAM 3D Viewer Problem

    Michal Lipinski
    Michal Lipinski
    Hi I tried the 1st one but with no results. I am donloading Graphic Card Drivers and I will try the 2nd one. I have also noticed that there is a problem with Bentley IEG License Service v2.0.20.01 It is installed but not recognised as such…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Importing DXF File Into Staad Pro 2007

    AMR AL-NUNU
    AMR AL-NUNU
    How Can I Import DXF File Stad pro. 2007 Correctly ... I Save it as DXF Files to import in stad pro I tried but The Result is not right.. i've a 3D Drawings by Solid work 2008 & Autocad 2007 please downlad the files: http:/…
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM 3D Viewer Problem

    Michal Lipinski
    Michal Lipinski
    Hi, I am having troubles with RAM 3D Viewer as a part of RAM Structural System v14.05. Every time I use it, it starts up and then freezes (is "Not Responding"). What can I do? Thank you in advance. Michał Lipiński
    • Answered
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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