• Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    DCS3D Engineering
    DCS3D Engineering
    We are wondering what method / programs you use to analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? What engineering codes are used in your country? See videos below for…
    • 23 days ago
    • OpenRail
    • OpenRail Forum
  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    Dragon
    Dragon
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Purlin's design was all about failure.

    S Thirumarainathan
    S Thirumarainathan
    PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Reason for slow STAAD.Pro model analysis

    Marie Joy Yamauchi
    Marie Joy Yamauchi
    Hello! I would just like to ask I am working on a big model like 25m by 180m and upon running the analysis, it stopped at RUN BY LOAD CASE or something. So I took a part out and removed some plates and turned all braces into truss members. It…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Problem modelling plates on top of beams for elevated steel water tank

    SUJAY H M
    SUJAY H M
    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD 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
  • tension & compression flange utility ratio for built-up i-section

    CKK Raj
    CKK Raj
    Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Bi-axial bending and torsion EC3

    Ibrahim Kadri
    Ibrahim Kadri
    Hello everyone, I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3. I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Monoslope Roof

    Ted Martinez
    Ted Martinez
    Hi guys. I am a new user in staad. I tried modeling my file but i can't run it as a whole. Can someone give me tips on how to model this on my staad? at the same time, i am trying to analyze it part by part, but can't seem quite to run it due to instability…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Japanese codes (AIJ standard) steel structure design equation

    Rado Manana
    Rado Manana
    Hello, I am working on STAAD.Pro V8i and I can read in the help manual, for the Japanese codes 2005 steel design that the equation for the Allowable bending moment stress correction factor C is written: C=1.75 - 1.05 (M2/M1) + 0.3 (M2/M1)^2 I am…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Truss

    Zeshan Ali Sheikh
    Zeshan Ali Sheikh
    Does the area of steel always remains less for a truss model than I beam to support a structure.
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Please check following code and tell how to check if it is failing in deflection?

    Anmol Soni
    Anmol Soni
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 29-Nov-17 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 11 0 2.58901 0.620001; 12 3.15799 2.86476 0.620001; 13 1.57899 2.72689 0.620001; 14 1.57899 0 0.620001; 15 1.18549 2.69252 0.620001;…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Volume of concrete and steel.

    SUBHRAJYOTI NATH
    SUBHRAJYOTI NATH
    Hi In my STAAD.Pro output result the volume of concrete and steel is not there. Please help me. Thanku
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • More STAAD & RAM online classes in January

    Gina Mazzulla
    Gina Mazzulla
    Classes are scheduled in United States – Eastern time, unless otherwise noted. Use a Time Zone Converter to determine your local start time. STAAD Generating Seismic Loads Jan. 20, 2016 Karimu Rashad Generating Wind Loads Jan. 20, 2016 Karimu…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • New Classes for a New Year!

    Gina Mazzulla
    Gina Mazzulla
    These are the virtual classes offered through January 15 to help you get your structural learning on solid ground. Click the links here for a complete listing of STAAD classes in January or RAM classes in January. RAM: Modeling Steel Buildings Jan.…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • STAAD Virtual Classes continue through November

    Gina Mazzulla
    Gina Mazzulla
    The classes below are for STAAD V8i. Classes are scheduled for United States Eastern time unless otherwise noted. Use a Time Zone Converter to determine your local start time. Sabrina Tedeschi leads these interactive learning sessions: Generating…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • October virtual classes for STAAD and RAM begin next week.

    Gina Mazzulla
    Gina Mazzulla
    The following classes are scheduled through October 15. Visit, http://pages.info.bentley.com/learning/ Class now include Product Version information, making it easier to find what you need! STAAD Performing a Modal Response Spectrum Analysis V8i…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • More RAM and STAAD virtual classes scheduled through Sept. 30

    Gina Mazzulla
    Gina Mazzulla
    RAM Modeling Post-Tensioned Tendons Sep. 15, 2015 Ann Marie Garko-Hill Designing Post-Tensioned Concrete Slabs Sep. 15, 2015 Ann Marie Garko-Hill Designing Connections with RAM Connection and RAM Structural System Sep. 22, 2015 Ann Marie Garko-Hill…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • STAAD Classes for July 2015. Live. Interactive. Online.

    Gina Mazzulla
    Gina Mazzulla
    All scheduled classes are listed in United States Eastern Time. Use this time converter to identify your local start time. Modeling Beams, Columns, and Braces July 07, 2015 11:00am – 1:00pm Modeling Finite Elements July 07, 2015 1:00pm – 3:00pm …
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • Live Online Classes for STAAD.Pro scheduled through June 30

    Gina Mazzulla
    Gina Mazzulla
    Click on the course title to learn more and register. Generating Wind Loads Blended Learning with Sabrina Tedeschi 11:00am – 12:00 pm (United States – Eastern Time) Jun. 23, 2015 In this course, you will learn how to generate wind loads in STAAD.Pro…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • Why section class of the same member size is different?

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Steel Design Subarea: EN 1993-1-1:2005 Original Author: Bentley Technical Support Group …
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Featured LEARNing: Online instructor-led STAAD courses, March 9-13, 2015

    Gina Mazzulla
    Gina Mazzulla
    Modeling Beams, Columns, and Braces Mar. 10, 2015 – 11:00 AM to 1:00 PM EDT Karimu Rashad This workbook contains exercises to introduce you to STAAD.Pro and to practice modeling structure geometry in STAAD.Pro. Modeling Finite Elements Mar. 10, 2015…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • Assigning members values of Fy and Fu for A992 steel? How can I assign a steel with these properties?

    Daniel Bhaumik
    Daniel Bhaumik
    I am modeling a structure with W sections, and am using A992 steel for it. Staad automatically assigns steel to have the values for A36 steel. How can I assign properties to members so that they have the Fy and Fu of A992 steel?
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Pro - Critical moment calculation according to Eurocode 3

    Pedro Machado
    Pedro Machado
    Hi everyone! I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr) The critical moment I get from the program is different from the one I get from "Annex F of…
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Pro - AISC ASD steel design

    Pedro Machado
    Pedro Machado
    Hi everyone! Where can I find the expression for the parameters "FCZ", "FTZ", "FCY", and "FTY" in AISC ASD regulation? Thanks!
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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