• RETAINING WALL IN RAM ELEMENTS

    S Thirumarainathan
    S Thirumarainathan
    I have shared the Results of a Retaining wall in Ram Elements using BS 8110-1 -1997 and the same model in our office Excel Calculation. There are some Differences which I have mentioned below, Can I know What is the reason for the difference in Results…
    • 14 days ago
    • RAM | STAAD | ADINA
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  • How to determine the max axial and shear force in multiple Members

    Superstar123
    Superstar123
    I am creating a list of forces with their max axial and shear forces. See below for example of this table : Is there a way for Staad to compute a similar table? Or at the very least use a simplified way of getting these values? Please help. I have…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • Error in selection of load case for bending moment check

    Vishal Girase
    Vishal Girase
    Hello All, Greetings of the day! I faced a query while checking the output file for my STAAD file with EN1993-1-1, wherein for Bending Moment clause 6.2.5 Max. combination load case was not considered by STAAD, Please refer below output image, where…
    • 7 months ago
    • RAM | STAAD | ADINA
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  • What is the best way to model beam elements of different depths flush at the top, including plate elements?

    3C Metal Engineering
    3C Metal Engineering
    Hello. Please go through attached PowerPoint and then the below discussion will make more sense. I am using STAAD version 20.07.11.70. The main problem is: when modelling decks or bulkheads which include offset beam elements and plates attached to…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design Parameters Not Appearing in Postprocessing

    Patrick Stelmach
    Patrick Stelmach
    Hello, I have defined multiple parameters in order to check different load combinations for different groups as shown in the portion of the input file I pasted below. LOAD LIST 1101 TO 1104 1201 TO 1204 1301 TO 1320 1401 TO 1412 1501 TO 1504 - 1601…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Audit results from failure code in RAM Concept

    Zhi Zhang
    Zhi Zhang
    Dear Officer: I have one question regarding the results in RAM: In RAM, we can check the option shown below to ask RAM to show the failure part in the RC slab based on the given rebar. When I checked the results, I saw the results show envelopes…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • section analysis

    Zhi Zhang
    Zhi Zhang
    Dear Officer: In my slab analysis, when I opened "Section Analysis", I see moment diagram in four different colors as shown below. May I ask what's the meaning of each color? Thank you.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad - Save a Report / Table

    RFreund
    RFreund
    In the results ribbon -> Reports -> Section Forces: If you set your sorting options and loading options, you can save this report. Then you can later add it to your Postprocessing: Reports (the report that you print). Once you hit "OK" the report will…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How do I bring a reaction result box that is off screen back into view?

    Jared Headrick
    Jared Headrick
    When I try to view the reaction results some of the boxes are off the screen and so I can't drag them back on. How do I bring these boxes back onto the screen? Zooming out and changing the position of the origin doesn't change their position. Thanks…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Von Mises correct?

    Hakon Bertnes
    Hakon Bertnes
    Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Member groups in staad pro sql query

    Abhishek S
    Abhishek S
    Is there anyway to get the member group names into the mdb database generated along with SQL query. It would be much easier to analyze the results then.
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • AISC LRFD Results in GUI and Report not compatible

    Prash1730
    Prash1730
    Dear All, Greetings to you. It is observed that for AISC LRFD design which i am performing, the result output provided in GUI and the ones provided in summary report as well as detailed report are entirely different. Initially i have strength and…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • HOW TO EXTRACT SHEAR WALL ANALYSIS RESULTS?

    Rohit Babje
    Rohit Babje
    Dear Sir, I have modelled shear wall using plate element. How to extract the results of shear wall analysis from STAAD Pro? After doing a little research I understood how to obtain axial force and shear force. But I am still not getting how to obtain…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PRINT ANALYSIS RESULTS - List / Limit Load Cases?

    just humm
    just humm
    When Print result information to the analysis results file (*.ANL), you can limit the output to certain nodes or members (LIST...): PERFORM ANALYSIS PRINT MEMBER FORCES LIST ALL PRINT JOINT DISPLACEMENTS LIST 7 11 FINISH ...but is there a way…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • RE: RAM Frame 2-D Results Report

    Seth Guthrie
    Seth Guthrie
    Yes, you can plot force diagrams in RAM Frame using Process - Results - member forces. They can be plotted in 3D, plan or in an elevation view, whatever you like. You can also control what members have data shown, beams, columns, braces and/or walls and…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame - lateral walls section forces

    MF
    MF
    I couldn't find these information anywhere in the manual, maybe someone here could answer and help me with few issues I have with RAM Frame and lateral walls: 1. Is there a way to quickly show/check enveloped distribution of stress/forces in the lateral…
    • Answered
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD ERROR MESSAGE

    Varadha Rajan
    Varadha Rajan
    Dear Sir/Sirs, Am new to STAAD Pro. I have designed an intake using plate model. Assigned loads. When i try to analyse following error appears. PRIMARY LOAD CASE CAN ONLY BE ADDED IF SET NL COMMAND IS USED. How can i rectify. Please help. …
    • Answered
    • Intake 14-11-13 (Dikchu HEP) with concrete backfill.std
    • over 9 years ago
    • RAM | STAAD | ADINA
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  • Moment capacity of composite section in RAM Steel Beam

    PSherkar
    PSherkar
    Hi, The Design Summary report in RAM Steel Beam shows the moment capacity Mn of steel only even if the beam is designed as a composite section. Why is that? Ideally, phi*Mn of the composite section should be shown for a composite beam and phi*Mn of…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Foundation Canadian code bug

    Joseph Anger
    Joseph Anger
    Has anyone used the Canadian design code for analysis? Whenever I select to use the Canadian code I am no longer able to set the Min/Max pedestal bar sizes and they default to 15 and -17179869. Is this a bug or am i doing something wrong here?
    • Answered
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • staad pro v8i (20.07.09.31) issue

    carakasp
    carakasp
    dear staad master. i'm new member in here. i love this forum because i can find the answers about lots of my own problem with staad besides reading technical manual reference from staad. now i'm working with (maybe) the latest patch released from…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • No results in the Beam Graphs

    Modestas
    Modestas
    Question: After I run analysis, the beam graphs didn’t show any results:
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Lambda Critical and Amplified Sway Method to BS 5950-1

    M Kilpatrick
    M Kilpatrick
    All, I am looking for some guidance, when determining the lambda critical value for a structure within RAM Frame, does the programme do anything with this? In particular, if the lambda critical value is less than 10, but greater than 4, does the…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Adding Wind Loads to Surfaces

    Johnlittle
    Johnlittle
    How do I go about adding wind loads to my structure so that they are applied to each surface? I have defined my wind type in 'Wind Definitions' and applied it as a wind load, which in turn is shown on my surface, which I have specified as 5mm thick steel…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • [API CODE] ask : RATIO command

    carakasp
    carakasp
    dear all. i want to ask about the RATIO command in API code in Staad pro v8i. i use Staad Pro v8i SERIES 4. in AISC, the RATIO command means "Permissible ratio of actual to allowable stress". but in API, it says "Permissible ratio of applied loading…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: staad pro v8i (20.07.09.31) issue

    carakasp
    carakasp
    dear Shany. thank you for answering question 1. for question 3. i can't share the staad file due to company regulation. i'm so sorry. but i can show you my study staad for stair tower. this staad represent my problems. i check using AISC…
    • study.zip
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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