• Deflection

    Angelo Peredo
    Angelo Peredo
    Hello, Guys! I have added the TRACK 2 command along with the DFF to see the in-depth details of deflection. May I know if this, please see attached picture, can be seen somewhere in the postprocessing? Also, how can I get the deflection of the entire…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • mat foundation for a tank

    abo lowa
    abo lowa
    Hello every one I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it. Thank you
    • 2 months ago
    • RAM | STAAD | ADINA
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  • THE MEMBER 1 CAN NOT BE DESIGNED FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION

    Angelo Peredo
    Angelo Peredo
    Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Section database take too much time in Staad CE 12 & ALSO IN v2023

    Rahul Brijpuriya
    Rahul Brijpuriya
    Section database take too much time in Staad CE 12 & ALSO IN v2023
    • 2 months ago
    • RAM | STAAD | ADINA
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  • "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Angelo Peredo
    Angelo Peredo
    Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
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  • STAAD's Displacement

    Angelo Peredo
    Angelo Peredo
    Is this a normal displacement in STAAD.Pro Connect Edition? I am designing a pedestrian footbridge and I happened to encounter this displacement in a certain load case?
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
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  • SHEAR FORCE DAIGRAM IS CHANGED IF WE CHANGE THE BEAM INCIDENCE

    Rahul Brijpuriya
    Rahul Brijpuriya
    I MODEL A BEAM A BEAM OF 12 M SPAN IN WHICH THE SUPPORTS ARE ASSIGNED AT 8 M C/C AND REST 2.2 M FROM EITHER SIDE IS CANTILEVR , NOW IF I CHANGES THE BEAM INCIDENCE THE SHEAR FORCE DIAGRAM IS CHANGED (REVERSED) WHILE LOADING POINT IS SAME
    • 5 months ago
    • RAM | STAAD | ADINA
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  • *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me

    harshvardhan pawar
    harshvardhan pawar
    *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
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  • How do select the angle between truss members?

    NAUSHAD KHAN
    NAUSHAD KHAN
    I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?
    • Answered
    • 6 months ago
    • RAM | STAAD | ADINA
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  • Wind Load on Tapered Section -reg.

    Dani Paul
    Dani Paul
    Dear Colleagues, current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142 there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was…
    • 6 months ago
    • RAM | STAAD | ADINA
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  • staad.pro connect edition version 22.10.00.153

    S Thirumarainathan
    S Thirumarainathan
    Dear Sir, Our Project Requirement: 600’ x 200’ x 43’ PEB Warehouse We’ve taken a Model of 157’ x 200’ x 43’ for STAAD Analysis as a similitude model with EJ For the last 45 days, our design engineers have been carrying out the design work of the…
    • over 1 year ago
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  • ERROR: MEMBER # 3 IS NOT A VALID COLD-FORMED STEEL SECTION. E-10 - in Staad.pro

    S Thirumarainathan
    S Thirumarainathan
    Hi Staad master sirs, I’m Trying with the Staad.pro model of a Rack system with Economic solutions - which consists of Hot Rolled Sections + Cold-Formed Steel sections, by using IS800 + IS801. My entire members are only supposed to be Designed as Hot…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Model a curved beam (Displacement)

    Francis Nunez
    Francis Nunez
    I am modeling a curved roof and used structure wizard to break the curve into smaller segments of a straight line. I can run the model and get the proper reaction and beam results that I previously estimated. The displacement is much greater than I expected…
    • over 1 year ago
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  • Error while updating column design in RCDC

    Irfan Ahmad
    Irfan Ahmad
    An error is showing while updating the column design in RCDC as shown below. please provide the solution .
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • STAAD.Pro: how to input Lb for AISC 360 steel beam design

    Chuen Han Lee
    Chuen Han Lee
    Dear all, I am modelling a simple roof steel frame and the steel beam design is not passing the design check for AIS-360 LRFD LBT I have defined UNT and LY for the steel beam and it should meet the condition of Lp < Lb < Lr, however the design results…
    • Answered
    • over 1 year ago
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  • Error Staad Cargas muertas

    MARIO IVAN MANZANO ROMAN
    MARIO IVAN MANZANO ROMAN
    Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • STAAD User Tool: Generate Solid Mesh in STAAD

    Surojit Ghosh
    Surojit Ghosh
    User Tool: Generate Solid Mesh in STAAD Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can generate a solid mesh model in STAAD from an existing plate mesh. If you open any STAAD model with plate mesh (with…
    • Generate Solid Mesh_v1.0.xlsm
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.

    Anirudh
    Anirudh
    Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Coffee Corner - Understanding the Relationship between Load Combinations and Analysis Commands (STAAD.Pro Physical Modeler)

    Sabrina Tedeschi
    Sabrina Tedeschi
    Join us on Thursday (9/23/2021, 1:00 pm Eastern) for a STAAD Coffee Corner (Special Interest Group) virtual workshop. During this session, we will discuss the following topics: Generating Load Combinations in the STAAD.Pro Physical Modeler Specifying…
    • https://gateway.on24.com/wcc/eh/2541253/lp/3417799/coffee-corner-staad-understanding-the-relationship-between-load-combinations-and-analysis-commands-staadpro-physical-modeler
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    • over 2 years ago
    • RAM | STAAD | ADINA
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  • STAAD User Tool: Extract Member Forces from STAAD

    Surojit Ghosh
    Surojit Ghosh
    User Tool: Extract Member Forces from STAAD Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can extract member force values directly from STAAD model. If you open any complete STAAD model with proper modelling…
    • Extract Member Force from STAAD_v2.0.xlsm
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • STAAD User Tool: Extract Selected Entity Count

    Surojit Ghosh
    Surojit Ghosh
    User Tool: Extract Selected Entity Count Created By : Surojit Ghosh Description : This is a visual basic script file created with few OpenSTAAD functions which can extract selected entity information directly in the STAAD interface. If you open…
    • Selected Entity Count_v1.0.vbs
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • STAAD User Tool: Assign DJ Parameter to Physical Member

    Surojit Ghosh
    Surojit Ghosh
    User Tools: Assign DJ Parameter to Physical Member Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can assign design parameter DJ1 and DJ2 to physical members present in a STAAD model. If you open a STAAD model…
    • Assign DJ Parameter_v1.0.xlsm
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • PDF

    User Tool Manual_Extract Support Reaction from STAAD

    Surojit Ghosh
    Surojit Ghosh
    • User Tool Manual_Extract Support Reaction from STAAD.pdf
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    • over 2 years ago
    • RAM | STAAD | ADINA
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  • STAAD User Tool: Extract Support Reaction from STAAD

    Surojit Ghosh
    Surojit Ghosh
    User Tool: Extract Support Reaction from STAAD Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can extract support reaction values directly from STAAD model. If you open any complete STAAD model with proper modelling…
    • Extract Support Reaction from STAAD_v1.1.xlsm
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • STAAD User Tool: Extract Design Parameter list

    Surojit Ghosh
    Surojit Ghosh
    User Tool: Extract Design Parameter List from STAAD Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can extract design parameter values directly from STAAD model. If you open any complete STAAD model with design…
    • Design Parameter Table_v1.2.xlsm
    • over 2 years ago
    • RAM | STAAD | ADINA
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