i completed structural analysis course and passed with 90%.i got all the certificates required but i still didnt get any badge. plz grant me badge

I am trying to design a concrete framed structure using 2500 psi concrete compressive strength. I have changed the material definition and the design parameter. ...but I receive the following warning in the output... The design…

Hi Team, For some reason i am able to assign Tension only and Truss Specification to the same members without any error. I am using STAAD 2023 and i have had no warning while doing the analysis.

Hello, Is there any interoperability format that can bring load cases and loading information into a STAAD file?

I have to analyze and design a steel arch beam in Staad pro connect edition. I modelled a curved beam in elevation and applied all the loads on the beam that are to be transferred to the columns. The load pathway is working properly. However, when i look…

How to change Clause Ec-6.3.3-661 to deflection Sample Out put please explain

How to calculate reinforcement of beam at face of column in RCDC? - RAM | STAAD | ADINA Wiki - RAM | STAAD | ADINA - Bentley Communities as per this post we have clarity regarding moment at Face, please clear the shear at d from face of column with example…

在编写计算书的时候，我曾经在staad.pro中截取截面信息尺寸如上图，但是现在找不到了，请问在哪里可以截这个图出来？

Dear Expert, 1) I have a UB rafter with purlin space at 1020mm c/c) at location A, B, C, D & E respectively. 2) Fly brace only introduced at location B & D. 3) How to correctly define UNL length (BS5950) for member BC & CD as these members having…

Hello, I've been receiving many warning for my model stating 'warning load and release specified together for member' I've included my input file, I'm not too sure why? Please advice. STAAD SPACE START JOB INFORMATION ENGINEER DATE 07-Oct-23 END JOB…

Hello all, I have over 100 errors in my model concerning the WARNING LOAD AND RELEASE SPECIFIED TOGETHER FOR MEMEBER. I'm not sure how to solve this error, please advice. Please let me know if you would like me to paste my command file as well. The…

WHY INDIAN CODE DO NOT HAVE UNT AND UNB PARAMETER WHY IT IS CODE SPECIFIC ?

Hi, In API RP 2A-WSD 21st ed., I'm getting some joints as "No Check for Joint ##", so I presume it is passing. This happens after I make a few changes, as this specific joint I want to check was failing. What would trigger the program to not perform…

Hi, In API RP 2A-WSD 21st ed., w hen doing joint check with "track 2" set I'm able to see the values "Qu" and "Qf" utilized to reach the capacity values. But is there a way to see how "Qf" was calculated? And also the parameter "A"? I'm doing…

I use "Staad Pro Connect Edition-Version 23.00.01.25". But, the problem is, when i run the same model in two versions then its showing different results. What is the reason for that?In Version 23.00.01.25 for Truss member it is calculating moment. Some…

Hi, In API RP 2A-WSD 21st ed., when 1/3 increase is applicable, the FS for simples joints check (cl. 4.3) changes to 1.2. But by default is 1.6 as it says here D1.J.2.6 Simple Joints: Capacity Checks. Is there a way to change it? Thank you very…

i'm getting staad pro error message DENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED

I have created one structure of square tube in which loading conditions are applied. After analysis, picture shows the displacement of udl members and vertical beam buckling. Why other supports(highlighted) do not have any reaction towards bucking of…

Hi! I am trying to perform the deflection ckeck for some columns of a structure and i think i am not getting the correct results. I set DJ1 1336 for all the elements corresponding to this column, and DJ2 1379. I also set CAN 1 to all that elements…

0726.Structure3.STD my file is about a dock with the following data: 1.- Dead Load (Po. Po.) 2.- Maximum Live Load (500 kg/m2) 3.- Instantaneous Live Load (250 kg/m2) 4.- Longitudinal X-earthquake 5.- Transverse Y earthquake f'fu = 155 kg/cm2 f…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-Sep-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 69 41.021 0 0; 70 80.516 0 0; 72 41.021 8.415 0; 74 80.516 8.415 0; 77 60.948 10.168 0; 87 47.6633 8.99933 0; 88 54.3057 9.58367…

Please help

If I Double click on the node and want to see the load applied on the node it is not showing the loads , please look into the issue!! it will be showing like Beams

While creating the material properties using OSPropertyUI::CreateIsotropicMaterialProperties , the OpenSTAAD is converting the density to a different units. The density value (77.0085) shown in the snapshot below is provided in kN/m 3 . Whereas…