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  • Hello, Node coordinates automatically change when model is "Save As"

    Hello, I am using STAAD Pro CONNECT Edition ver. 22.12.00.142. When I use existing model and "Save As" it for modifications, I have observed node elevations are changed. I am not sure what other changes are also happening in the model. This problem…
  • (**ERROR- CASE BEING FACTORED DOES NOT EXIST OR IS THE CURRENT CASE. CASE= 20) Help I can't go to postprocessing. What do I need to add or remove? Thank you!

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 14-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 5.96 0 0; 3 11.92 0 0; 4 17.88 0 0; 5 0 2.26667 0; 6 5.96 2.26667 0; 7 11.92 2.26667 0; 8 17.88 2.26667 0; 9 0 4.53333…
  • Location of OpenSTAADOEM

    Does anyone where is the folder OpenSTAADOEM after the installation.
  • Hi everyone, can someone help me about how to apply load for all model (if u have rectangular frame of the HEA 200) when crane driver carry up it to above ?

    hi
  • HOW TO CHANGE ORIENTATION OF THE COLUMN IN RCDC ?

    IF I ASSIGNED A COLUMN SUPPOSE 300 X 600 IN COLUMN IN STAAD AND NOW IF I WANT TO CHNAGE ORIENTAION IN THE RCDC, HOW TO DO THIS AND WHY RCDC GROUP 600 X300 COLUMN AND 300 X 600 COLUMN IN SAME GROUP IT SHOULD GROUP DIFFRENTLY RCDC ONLY GROUP COLUMN ON THE…
  • After importing ACCDB in RCDC, Few shear Walls which are originally part of Combined walls, are not identified in RCDC file

    Below is the actual Geometry of Combined wall layout at the bottom most level - as per the Analysis Model There are multiple levels at which the Geometry i.e. the Shape and arms of the Combined wall is changing. The Combined wall is getting…
  • Q. How to post questions on Product specific Forum page (ex. Post message to STAAD Forum)?

    Answer: Please repost your message to the correct forum using these instructions: 1. At the top left corner of this page, press on the hamburger (3 horizontal stack lines, just to the right of Bentley Communities), and choose products 2. Review…
  • intel r visual fortran run-time error

    can anyone help me out regarding this issue during analysis?
  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
  • hello guys can anyone answer me for this point, what's different between specification beam (Release) and normal beam of the structure? the specification beam (release) will remove ?

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…
  • in section wizard , while importing the section by general section , error pops up says " profile point for this shape will not be exported"

    I am using a square section by TATA STRACTRA one on top of another.
  • WHAT IS MEANING OF FOLLOWING NOTE - NEAR DIAGONAL DECAY AT JOINT DIRECTION = MZ ?

    I'm getting a note after the analysis as shown below: **NOTE - NEAR DIAGONAL DECAY AT JOINT 511 DIRECTION = MZ. Even though the structure is symmetric, the support reactions of the left and right sides are differing. Please help to sort out this…
  • 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…
  • STAAD.beava

    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?
  • Staad seismic

    Hi, I have to design a storage tank for seismic. In seismic, I added loads to the seismic load case in x y z directions to make seismic mass. In API650 there are load combs. In load comb f there are dead load(Selfweight Dl) and stored liquid load (Pl…
  • 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…
  • 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 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
  • Etabs procedure for 3 steps MDB and merging

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • 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…