• 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
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  • how to reduce deflection????

    arul mani
    arul mani
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • 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
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  • 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
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  • 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
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  • 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
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  • LRFD LOAD COMBINATION WITH NOTIONAL LOAD

    Ajay Datta
    Ajay Datta
    I AM TRYING TO USE NOTIONAL LOAD IN THE LRFD DESIGN. CAN ANYBODY CONFIRM IF I HAVE FORMED THE COMBINATION CORRECTLY? PLEASE ALSO CLARIFY IF I HAVE TO DO P DELTA ANALYSIS THEN THE COMMAND FOR THE SAME IS PERFORM PDELTA ANALYSIS AND NOTHING ELSE REQUIRED…
    • over 4 years ago
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  • I want to insert CFS section to my staad pro model

    arul mani
    arul mani
    THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Tank Foundation

    Ali Aljutayli
    Ali Aljutayli
    Hello, I have one concern with regard to SFA capability to design mechanically anchored tank foundation. As shown above, technical reference manual is saying not covered while on the software itself showing mechanically anchored option. Now…
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Retrieving assigned steel design parameter via OpenSTAAD

    Namit Sharma
    Namit Sharma
    Similar to the "Command.CreateSteelDesignCommand", is it possible to retrieve assigned steel design parameter information for beams? In particular, I am interested in material grade data (fyld and fu) assigned to members for design.
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Beam Failing

    Foremails Ford
    Foremails Ford
    Hi STAAD community, I'm currently designing a curve stair and there's one beam that's failing. Please help me on why this is happening since I tried to do it on a new STAAD file and now it's not failing which makes me doubt I've done something wrong…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Concrete Column ACI 2011, Strength reduction factor for Column Interaction

    Khaled Mohamed Ahmed Mohamed
    Khaled Mohamed Ahmed Mohamed
    during review design of concrete column, it's noticed that strength reduction factor considered as 0.65, it's understood that strength reduction factor varies between 0.65 (compression control section) to 0.9 (tension control section), by reviewing…
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Property Reduction Factor

    haider rufaie
    haider rufaie
    Can you please tell me while using the property modification factor for Beams and Columns (0.35 and 0.7) why does STAAD give us less Steel rather than providing more?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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