• Side face blowout for group of anchors in tension RAM Connection

    Agustin Rowell
    Agustin Rowell
    Hi! I am having some issues with the calculations for side-face blowoutfor a group of anchors. I have that base plate. A 650x650 mm pedestal, and a 470x470 base plate with 8 anchors. (I don´t know why, but i can´t upload images right now) …
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD standards and certificates

    Dmytro Torianyk
    Dmytro Torianyk
    Dear colleagues, where can I find information about total list of STAAD standards? I am also looking for information about certificates that confirm the quality of the calculations of this program.
    • Answered
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • I want to change the input file of an existing STAAD model from multi-line format to Single Line Format, how should I do?

    Jean Lin
    Jean Lin
    I start STAAD, click on Configure > File Format > Input format. I select all items under "Input format > Single Line Format Commands:", and "Write expanded list", then click "OK". After all these steps, I opened the Command File of an existing STAAD model…
    • Answered
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Hello, Node coordinates automatically change when model is "Save As"

    Ajay Marathe
    Ajay Marathe
    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…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • (**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!

    Yves  Gloriane
    Yves Gloriane
    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…
    • 8 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Location of OpenSTAADOEM

    Kelvin Musodza
    Kelvin Musodza
    Does anyone where is the folder OpenSTAADOEM after the installation.
    • 8 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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 ?

    Dragon
    Dragon
    hi
    • 8 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • HOW TO CHANGE ORIENTATION OF THE COLUMN IN RCDC ?

    Rahul Brijpuriya
    Rahul Brijpuriya
    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…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • After importing ACCDB in RCDC, Few shear Walls which are originally part of Combined walls, are not identified in RCDC file

    Nidhi Valia
    Nidhi Valia
    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…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Q. How to post questions on Product specific Forum page (ex. Post message to STAAD Forum)?

    Mike Dattilio
    Mike Dattilio
    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…
    • 9 months ago
    • AutoPIPE
    • AutoPIPE Wiki
  • intel r visual fortran run-time error

    Yubaraj Paudel
    Yubaraj Paudel
    can anyone help me out regarding this issue during analysis?
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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...

    Dragon
    Dragon
    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;…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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 ?

    Dragon
    Dragon
    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…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • in section wizard , while importing the section by general section , error pops up says " profile point for this shape will not be exported"

    shanu kumar vishwakarma
    shanu kumar vishwakarma
    I am using a square section by TATA STRACTRA one on top of another.
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • WHAT IS MEANING OF FOLLOWING NOTE - NEAR DIAGONAL DECAY AT JOINT DIRECTION = MZ ?

    Sajaf Ahamed
    Sajaf Ahamed
    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…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • Staad seismic

    lachin nuriyev
    lachin nuriyev
    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…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM Concept
  • 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
    • RAM | STAAD Forum
  • How can I change the name appears in STAAD.Pro output header

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: General Solutions Subarea: General Information Original Author: Global Technical Support …
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • Etabs procedure for 3 steps MDB and merging

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • 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
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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