• hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??

    Dragon
    Dragon
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…
    • 10 months ago
    • RAM | STAAD | ADINA
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  • STAAD.beava

    Ryan Langiewicz
    Ryan Langiewicz
    We have older project files that were created/modified using STAAD.beava which is no longer supported. Are there any options to convert these files or installing an older version of STAAD to work with these files?
    • 10 months ago
    • RAM | STAAD | ADINA
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  • Possible ERROR in Creating Analytical Model from Physical Model

    Jem Eripol
    Jem Eripol
    Hello, I modelled a simple structure in the Physical Modeller. The thing is, since I am new to the interface, I made some errors in inputs of Load Combinations. There are deleted load combinations after my first tries. The problem is, after entering…
    • 10 months ago
    • RAM | STAAD | ADINA
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  • STAAD ANALYSIS

    Adrian
    Adrian
    Hi Everyone! I'm having a hard time fixing my model. it has a warning saying WARNING-fx fy fz wind forces: I Can't correct it no matter what i do. Can Anyone help me out? Thanks a lot always. Here is the file 5488.FILE.std
    • 11 months ago
    • RAM | STAAD | ADINA
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  • STAAD Aluminum Design

    Vivek Kummari
    Vivek Kummari
    I am trying to design a aluminum frame. the error I am getting is " wrong strength parameter". I tried to input - Fy - 5040, Fu - 5472, Ry - 1.1, Rt - 1.1, Fcu - 5040. Why am I getting error ? Please share correct values or am I selecting wrong Aluminum…
    • over 1 year ago
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  • STAAD ANALYSIS

    Adrian
    Adrian
    I have this kind of error = *** ERROR: SUPPORT OR SPRING IN SLAVE DIRECTION. JOINT= 227 DIR= 5 Please help me to solve this problem or could anyone check my file ..thanks Analysis for Rev-R1.std
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • OPENSTAAD - GetMemberSteelDesignResults - AISC Design Strength / EC3 Design Capacities / Section Class

    Giorgio Squizzato
    Giorgio Squizzato
    Dear all, I'm using STAAD.Pro CONNECT Edition V22 Update 11. After the analysis, I would need to extract thru OPENSTAAD the info related to design of members with AISC/EC3 codes (I'm referring to member capacities, EC3 section class, etc.). In a…
    • over 1 year ago
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  • ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY."

    Shahid Nazir
    Shahid Nazir
    I am trying to analyse an aluminium frame but sections to be used are not in database so I tried USERTABLE and made 2 sections First is 30x20x1.4 mm channel section and second is SHS 40x40x1.4 . After runing analysis it throughout an error as in subject…
    • over 1 year ago
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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
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  • Staad Purlin's design was all about failure.

    S Thirumarainathan
    S Thirumarainathan
    PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • How to change the size of the loading diagram

    kenenth balbido
    kenenth balbido
    How can I change the size of my loading diagram?? it cannot be lessen it size my using the ctrl + mouse scroll.
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Max Section Displacement

    Magesh Subramani
    Magesh Subramani
    Continuation to my previous query, here are the two identical beams, one with node at mid point and another one is without any node at mid point. refer the snap below for Max section displacement. In the report, beam with node showing lesser displacement…
    • over 1 year ago
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  • Displacement Check

    Magesh Subramani
    Magesh Subramani
    Problem definition : Four identical (in all aspects loading, span, section etc.) portal frames as shown below is analyzed and deflection check has been performed as per AISC 360-10 ASD. First and third frame beams are single member whereas the remaining…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • STAAD RCDC Beam detailing failure.

    Hena Capil
    Hena Capil
    Iam trying to design Concrete beams for STAAD File in RCDC, but it gives me a Beam Deatiling Failure, I tried to change the size of the beam and the material used for the design but no matter what size i choose, this failure won't be solved . I have also…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • How to model transportation acceleration in Staad.Pro?

    Agata Glowacka
    Agata Glowacka
    Dear All, I would like to ask if, and if yes, how, is it possible to model acceleration due to land transportation in Staad.Pro model? I would like to be able to apply an acceleration value at the COG of the structure and have it applied to all the…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • WALL OVER A SLAB

    kenenth balbido
    kenenth balbido
    How did know the exact coordinate of the partition wall?? please help me
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Staad.pro Tension y "compresion only" springs

    Agustin Rowell
    Agustin Rowell
    Hi! I am having some issues. I assigned a "plate mat" support to a foundation, and i activated the "compression only" option. I made sure that i am defining the combinations with de "repeat load" command. And i am still getting tension in some…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Remove orphan node in physical modeler

    RFreund
    RFreund
    Is there a tool to remove orphan nodes in the physical modeler?
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Staad Snow Load Definition Application

    RFreund
    RFreund
    Can a snow load definition be applied to a surface in the physical modeler? I tried to create a group that only contained the roof slab and use that for the snow definition load case, but I receive an error that it has no members listed. I get the feeling…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Import DXF Grid to STAAD via ISM

    RFreund
    RFreund
    I can't seem to get this "workaround" to work: Importing grids (as dxf files) into the STAAD.Pro Physical Modeler - RAM | STAAD | ADINA Wiki - RAM | STAAD | ADINA - Bentley Communities When I open a new physical model and go to ISM, I only see iTwin…
    • over 1 year ago
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  • Staad - Keeping Load Combination Sets Separated

    RFreund
    RFreund
    I'm using the physical modeler and I want to have different sets of load combinations: ASD, LRFD, and Service load combination sets. Is there a way to keep these separate or do I put them all in there and then I need to handle them in the analytical modeler…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Hello Everyone, Is there anyone who can help me in regards with this erorr. Thank you so much.

    berlie baldado
    berlie baldado
    Hello Everyone, Is there anyone who can help me in regards with this erorr. Thank you so much.
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • time history with number of modes limitation for large model

    Iris Wang
    Iris Wang
    Hello Everyone, Due to the limitation of mode numbers of staad pro for dynamic analysis, i could not run a large model to reach the required frequency and mass participation factor. Based on the superposition of modes method: Once a set of modes has…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Results Along Line

    Patrick Stelmach
    Patrick Stelmach
    Is there any way (such as programing cut lines into the input file/saving your cut lines) to not lose cut lines after making modifications to the model and re running the analysis? I found a post about this two years ago and I'm not sure if any enhancements…
    • over 1 year ago
    • RAM | STAAD | ADINA
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