• RAM Connection Base Plate Anchor Bolt Force Distribution

    Andrew Wilson
    Andrew Wilson
    Why is it that in RAM Connection, Base Plate module, fixed biaxial, that tensile loads in anchor bolts aren't distributed based on their location to the load application point? For example, if I have a column with a 2x2 anchor bolt layout, with one of…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame and NBCC 2015 4.1.8.11 4)

    Peter Rymal
    Peter Rymal
    Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Webinar: Have no fear, Steel AND Concrete are here!

    Madhan Elumalai
    Madhan Elumalai
    It’s easier than ever before to take your project from analysis and design to automated drawing and documentation. Produce the bill of materials and gain instant insight into various design alternatives for the most cost-effective design. Please join…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Barras armadas comprimidas Grupo IV y V

    Cesar Chiaro
    Cesar Chiaro
    Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Job opportunities in Qatar for engineers

    Morgane Martinez
    Morgane Martinez
    A prestigious public company in Qatar is hiring engineers : They urgently require the following professionals- MINIMUM 7 YEARS EXPERIENCE DESIGN DRAINAGE Foul Sewer Engineer Hydrologist Senior Planning Engineer Senior…
    • over 10 years ago
    • Everything Else
    • Everything Else Forum
  • But I Don’t Want to Talk to a Salesperson!

    Jason Reichel
    Jason Reichel
    Structural engineering software is no longer a glorified calculator. Oh sure, years ago it was that 6-pack of beer you could pick up on any street corner, but not today. Today it's a sophisticated bottle of wine with earthy tones that is lined up with…
    • over 15 years ago
    • Bentley Colleague Blogs
    • Reichel's Rant
  • The Art of Structural Engineering: Snow Statues

    Jason Reichel
    Jason Reichel
    Last week, thousands of people from around the country descended on the tiny college town of Houghton in the Upper Peninsula of Michigan. They were either there as result of getting lost in a snow blizzard, or they were there for the largest annual event…
    • over 13 years ago
    • Bentley Colleague Blogs
    • Reichel's Rant
  • Bentley at the 2011 SEAoC Convention in Las Vegas

    Jason Reichel
    Jason Reichel
    Next week I will be representing Bentley Systems at the Structural Engineers Association of California's annual convention being held in Las Vegas. It's my first trip back to the convention in a number of years, and I'm excited to be back. If you're attending…
    • over 11 years ago
    • Bentley Colleague Blogs
    • Reichel's Rant
  • Get Connected

    Jason Reichel
    Jason Reichel
    No, I'm not talking about joining another social networking site (unless it's Be Communities, of course). I'm talking about the nuts and bolts of the steel structure you're designing. And if you're designing that steel structure in one of our structural…
    • over 14 years ago
    • Bentley Colleague Blogs
    • Reichel's Rant
  • Risa to Staad

    Aaron Newell
    Aaron Newell
    Our company recently went from Risa to STAAD, is there any way to import a RISA 3D file into STAAD other than the DXF feature? The dxf only imports the geometry and I would like to get the properties. I know you can go the other way, from STAAD to Risa…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Structural System - I need help writing a Data Access Script

    MichaelWeaver
    MichaelWeaver
    I am using RAM Structural for a building that has dozens of different Surface loads, Line loads, and Point Loads. I have all of the various loadings tabulated in an Exel file. It is my understanding that with Data Access, there should be a way for me…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Best Approach to Model and Design a Simple Four Sided Moment Frame Building in RAM SS

    sbouvia
    sbouvia
    I was wondering if there is any literature on the best way to approach the design of a simple four sided moment frame building using RAM Structural System? Thanks, Scott
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro v8i SELECTseries 1 (build 20.07.06.35)

    Carlos Aguera
    Carlos Aguera
    There has been a new QA&R posting of STAAD.Pro V8i SELECTSeries 1 (build 20.07.06.35) on the Bentley SELECT server that addresses a number of issues which were not addressed in build 20.07.06.34 released on 18th March 2010. The additional issues addressed…
    • Revision_History_20.07.06.35.txt
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    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Insider Skills: STAAD this Friday July 19th

    Ann Marie
    Ann Marie
    Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error in RAM Elements Version 11.0.1 (Build 15)

    sbouvia
    sbouvia
    While trying to design a model which is all steel members, the following error pops up; SteelCollection.dll not registered. I have included a snipping of the error window. Any help would be great. Regards, Scott
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • large rotational displacement

    hajir
    hajir
    When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more. I checked releases. I believe they…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • New RAM Inside OUT by Ann Marie Garko-Hill, PE Article!

    Ann Marie
    Ann Marie
    I have uncovered some hidden gems in RAM Elements. Check out my blog article .
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • [STAAD PRO] Ask : API code design parameter

    carakasp
    carakasp
    Gents, today i'm working on pipe/tubular section in my model. to check the ratio in analysis, i'm using API code, but for non tubular section, i use AISC 9th Ed. however, i have some question regarding API code. (i use STAAD Pro v8i SELECT 4 20…
    • Answered
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM - Steel Column design won't run.

    RonnyRaygun
    RonnyRaygun
    I have set up a model in RAM. It is A steel frame sat on an RC base. I have run the data check and there are no errors or warnings. I have run the steel beam design and it has given me section sizes. However, every time I try to run the steel…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Analysis vs Staad Uniform loaded cantilever beam

    Lee Pardoe
    Lee Pardoe
    Hello As part of my project I had been going through some examples as shown on the verification manual of Staad Pro v8i and version 2007. However, I been having issues with some of the examples as some do not show the full detail of calculation description…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Elemental stiffness matrix

    Lester
    Lester
    Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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