• 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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  • 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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  • TORSION FAILURE MESSAGE

    Kamalakannan Sridhar
    Kamalakannan Sridhar
    We have a issue, We prepared a design to our client in tender stage. Same model now when it is analysed in Staad connect there are failure messages (below is the screen shot). PDF There are many beams with this failure message, Can you let…
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • response spectrum analysis in STAAD

    Ming-Hung Teng
    Ming-Hung Teng
    Hi Three questions regarding the response spectrum analysis. Q1 : I am not quite sure why I got zero on the Y and Z directions? Please advise. LOAD 4 LOADTYPE Seismic TITLE RESP. SPECTRUM LOADS X MEMBER LOAD 15 TO 20 35 TO 40 UNI GX 10…
    • Response Spectrum Verifications-3D.std
    • over 9 years ago
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  • Tension Only member with initial axial capacity

    Eugene Afable
    Eugene Afable
    Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…
    • over 10 years ago
    • RAM | STAAD | ADINA
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  • 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
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  • ISM Material Mapping

    jwolfe
    jwolfe
    Hello! I am new to ISM, and am experimenting with it as a central repository for Prostructures design and STAAD Engineering data. It seems to work at first attempt, but I am having an issue with materials. It seems that the mapping of materials from…
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
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  • Tension force in a tank wall

    Peter Everett
    Peter Everett
    I have modelled a rectangular concrete tank in STAAD using plate elements and need to do some additional calculations to check the crack widths do not exceed a given value. I can get a contour plot of the bending moments in the walls but when the tank…
    • Answered
    • over 10 years ago
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  • Staad Pro - Warning Out of Plane Loads Applied in PLANE Structure

    Brian Peterson
    Brian Peterson
    Hi - I two warnings in my analysis output file. I do not have any loads applied other than X and Y direction as far as I can tell (attached load excerpt). Is there some obvious reason I am missing for this warning?
    • Loading.docx
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    • over 10 years ago
    • RAM | STAAD | ADINA
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  • Re: section database property developed in STAADPRO is not recognized in STAAD Offshore

    Bagmass
    Bagmass
    Hai Sye Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…
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    • over 9 years ago
    • RAM | STAAD | ADINA
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  • Running STAAD files sequentially overnight

    Matt Goswell
    Matt Goswell
    Due to workstation limitations, I need to run (analyse) two seperate staad model files overnight at work, from my windows machine. I recall (from way-back-when) that this can be achieved by creating a user executable file (or was it a *.cmd or *.bat…
    • Answered
    • over 10 years ago
    • RAM | STAAD | ADINA
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  • Seismic Loadings (STAAD Pro V8i - 20.07.09.31)

    Ming-Hung Teng
    Ming-Hung Teng
    Hi, I have questions regarding the seismic issues. Thanks so much for the help. Q1: what are differences between the GZ direction and one-way distribution on member (please see the screen shot attached)? Q2: Which one is making sense for lateral…
    • Answered
    • Seismic QA.std
    • over 9 years ago
    • RAM | STAAD | ADINA
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  • Floor Diaphgrm

    rangarajan
    rangarajan
    I modeled a structure with plate element for slab and shearwall with surface element in addition to member element to beams and columns. When I do analysis for SEISMIC as per IS 1893-2002 is it necessary to input the Master/Slave node or FLOOR DIAPHRAGM…
    • over 9 years ago
    • RAM | STAAD | ADINA
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  • Aluminum Weld

    Alexandra Jaeger
    Alexandra Jaeger
    Is there a way to have STAAD analyze a member such that the strength decrease from welding is incorporated? Either with a specific weld application or by somehow having the maximum capacity change based on location of the member? Thank you
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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