• Possible ERROR in Creating Analytical Model from Physical Model

    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…
  • STAAD ANALYSIS

    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
  • STAAD Aluminum Design

    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…
  • STAAD ANALYSIS

    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
  • OPENSTAAD - GetMemberSteelDesignResults - AISC Design Strength / EC3 Design Capacities / Section Class

    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…
  • ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY."

    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…
  • staad.pro connect edition version 22.10.00.153

    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…
  • ERROR: MEMBER # 3 IS NOT A VALID COLD-FORMED STEEL SECTION. E-10 - in Staad.pro

    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…
  • Staad Purlin's design was all about failure.

    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…
  • How to change the size of the loading diagram

    How can I change the size of my loading diagram?? it cannot be lessen it size my using the ctrl + mouse scroll.
  • Max Section Displacement

    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…
  • Displacement Check

    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…
  • STAAD RCDC Beam detailing failure.

    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…
  • How to model transportation acceleration in Staad.Pro?

    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…
  • WALL OVER A SLAB

    How did know the exact coordinate of the partition wall?? please help me
  • Staad.pro Tension y "compresion only" springs

    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…
  • Remove orphan node in physical modeler

    Is there a tool to remove orphan nodes in the physical modeler?
  • Staad Snow Load Definition Application

    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…
  • Import DXF Grid to STAAD via ISM

    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…
  • Staad - Keeping Load Combination Sets Separated

    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…
  • Hello Everyone, Is there anyone who can help me in regards with this erorr. Thank you so much.

    Hello Everyone, Is there anyone who can help me in regards with this erorr. Thank you so much.
  • time history with number of modes limitation for large model

    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…
  • Results Along Line

    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…
  • RCDC

    WHAT IS THE MEANING OF 2-T8@115 C/C IN COLUMN DESIGN DUCTILE LINKS SECTION. REF. SCREENSHOT. /resized-image/__size/1920x1080/__key/communityserver-discussions-components-files/5932/0116.Screenshot-2022_2D00_07_2D00_16-140850.png
  • Designing tapered section in Ram Connection to BS or Euro Code

    Hello, I have always tried to design connection between tapered beam and column in RAM connection (Integrated) to BS 5950 or EC3 but it looks like neither of these codes is supported. Is there a work around about this? The same thing applies to…