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

    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…
  • How can I change the name appears in STAAD.Pro output header

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: General Solutions Subarea: General Information Original Author: Global Technical Support …
  • 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.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…
  • 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…
  • 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.
  • 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
  • Regarding Lx parameter value.

    How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?
  • STAAD.Pro CONNECT Edition Support and Versioning queries

    Hello, I am conducting a security assessment on behalf of Hitachi Energy and would be very grateful if these questions were answered for the application: STAAD.Pro CONNECT Edition Could you please provide me with the answers to the following…
  • Error Message: ***ERROR*** UNKNOWN MATERIAL TYPE PROVIDED. I have set all the materials myself with specific properties. No material has missing attributes when I click on select missing attributes. I just can't figure out what it thinks is timber.

    Here is the full output file script and a screenshot showing the materials. I would really appreciate any help. I could also send the file itself if that would help. Thanks for you help!! **************************************************** * * *…
  • Does STAAD.Pro CONNECT Edition and all the workflow components work with the new Windows 11 OS?

    Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?
  • Gantry beam on laced built up column

    Hi, I'm designing some built-up columns using equal angle sections and I'm getting some results. Pls can someone check my model if this is correct. I've used the slave-master command to connect the I-beam onto the built-up column. Is this correct as…
  • Model a curved beam (Displacement)

    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…
  • In Staad foundation, no design result is getting generated

    sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml
  • Vehicle Definition

    I am doing an inclined ramp design in STAAD.Is it possible to provide vehicle definition on inclined ramp?
  • COLUMNS ARE FAILING

    Hello , can anyone help me in correcting my model ? most of the columns are failing in lowest part i.e from foundation to plinth level . i have tried everything like increasing sizes and providing RFACE command but unable to understand the issue that…
  • One-way ribbed slab

    How can i design a this kind of slab on staad pro, i'm still a new user of the software so please put some detail to help me.