• Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SIG Virtual Workshop: STAAD - Modeling Finite Elements

    Kelly Fox
    Kelly Fox
    SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ignore alone wind load case

    waqar fazi
    waqar fazi
    Sir, the bottom chord of my trusses is failing due to compression at wind load upward alone load case 5. But i want to ignore this case which will never happen alone due to dead load of 1 kn/m2 on the roof.I want to check my steel with load combinations…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SIG Virtual Workshop: STAAD – Composite Beam Design to Eurocode Using RAM Beam, Part 2

    Kelly Fox
    Kelly Fox
    SIG Workshop: STAAD – Composite Beam Design to Eurocode Using RAM Beam, Part 2 Host: Badreddine Ziane, Senior Manager, Application Engineering, Bentley Systems, Inc. Presenter: Richard Tully, Advisory Support Engineer, Structural Bentley Systems, Inc…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • Gantry crane design

    Pasan
    Pasan
    Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Aluminum Design Results

    RFreund
    RFreund
    How do I view the Aluminum design results. I don't see a detailed report. However, I do see a utilization ratio. Which appears to be wrong. Thanks again!
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Similar models showing very different results (Beam end forces, displacements, base pressure...)

    Sebastián Pedraja
    Sebastián Pedraja
    Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…
    • over 3 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
  • SIG Virtual Workshop: STAAD: Designing Concrete Structures Using the STAAD Advanced Concrete Design Workflow (RCDC)

    Patsy Gant
    Patsy Gant
    STAAD Special Interest Group: Designing Concrete Structures Using the STAAD Advanced Concrete Design Workflow (RCDC) Host: Sabrina Tedeschi, Senior Content Engineer, Bentley Systems, Inc. 17 October 2019 01:00 P.M. EDT Register Now Staying…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • Problem with the tool "RESULT ALONG LINE" after update V22.02

    Simone Menichetti
    Simone Menichetti
    Comparing the solicitations obtained from the Result along line command, before and after installing the update from the V22 update 1 version to the update 2 version, the results are different. With the previous version, I calculated plausible values…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to draw cross build up column

    Rahul M
    Rahul M
    1. how to draw cross build up column (like "+" ) 2. how to add in user Table for regular purpose. 3. how to determine the section property for buildup column. I need to assign Build up column like this. with size D -600 B- 300 Tf- 25 Tw…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Suspension Cable Bridge (Error)

    Mark Kenneth Ontejo
    Mark Kenneth Ontejo
    I tried to model a cable suspension bridge for pipes to cross a river. I tried all the possible solutions but still errors are present. I also wanted to know if the cables i used are capable of carrying the loads i applied.. Please I need help! :(
    • over 4 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
  • COMPOSITE DECK

    waqar fazi
    waqar fazi
    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    Daisy Shah
    Daisy Shah
    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
    • 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
  • vibration check

    waqar fazi
    waqar fazi
    Dear sir , Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific beam.thanks. PDF STORE.std2.std
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • IX MISSING or SMALL

    priya P
    priya P
    HI i created a built up section using Section wizard. while analyzing my model, i receive a error message that, ***ERROR*** IX MISSING or SMALL FOR MEMBER 1 How to rectify this issue.
    • 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
  • UC Ratio problem

    arul mani
    arul mani
    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to reduce deflection????

    arul mani
    arul mani
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Need to understand Staad Design Parameters for IS800 and IS456

    Chetan Machhi
    Chetan Machhi
    Is there any sample problem of STAAD or any documents which can help to understand how and in which conditions STAAD Design parameters can be used for IS 800 and IS 456. Basic parameters like FYLD ,Fck , CLEAR ,TRACK,TAKE OFF are easy to understand,as…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • difference in steel design results

    sharm ank
    sharm ank
    please check the code attached. I'm trying to design a purlin section on staad pro using various indian codes. in steed design result is800 and is800 2007 WSD failed the section BUT IS800 2007 LSD passed the section. should I consider this section passed…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • torsion

    waqar fazi
    waqar fazi
    Dear sir, when I select torsion perimeter in design, I am getting warnings.I also submit this file and got consultant comments which are given below. 1 For lateral torsional buckling check of cantilever beams UNB and UNT parameters to be assigned…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • NOTIONAL LOAD

    Ajay Datta
    Ajay Datta
    SOME CLARIFICATION REQUIRED IN THE USE OF NOTIONAL LOAD *PRIMARY LOAD CASES LOAD 1 DEAD LOAD (DL) JOINT LOAD 13 TO 16 29 TO 32 45 TO 48 61 TO 64 FY -100 LOAD 300: DEAD NOTIONAL LOAD NOTIONAL LOAD 1 X .002 THE ABOVE NOTIONAL LOAD IS APPLIED…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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