***WARNING : MEMBER - 4 IS SLENDER AND CANNOT BE CHECKED FOR MOMENT FORCES. IF THERE IS ANY BENDING, THEN BE AWARE THAT THERE IS NO CAPACITY FOR THOSE FORCES. ONLY WIDE FLANGE SHAPES WITH SLENDER WEBS CAN BE CHECKED FOR BENDING. Why I get this warning…

Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…

WITH OUT VERTICAL HEXA (28-06-23).STD

Hello, I have created a built-up section in section wizard and am trying to import it into my STAAD model. When I try to add my .upt file I receive this pop up: The file I am trying to use does not contain any "-" nor any other special characters…

Hi, We recently purchased the license for RAM connection stand alone and we are using STAAD PRO connect edition V22 Update 6 for analysis but without having an access to integrated RAM connection design found in STAAD PRO. Hence, the structural analysis…

I got this warning with the beam to column connection within Staad pro. "Design plastic shear resistance increment due to transverse stiffeners exceed design code limit per EN 1993-1-8, Clause 6.2.6.1.4". I have checked the code and it is as captured…

Hello, I would just like to clarify if the issue stated in this help forum is updated. Analyzing multiple disjointed structures in one model Has this issue been addressed in STAAD Connect Edition? If yes, which update version has it. If not, are…

WHILE WORKING WITH USER TABLE PROPERTIES FOR STEEL SECTIONS- I SECTION HAVING MORE USAGE TO CREATE TAPERS SECTIONS WITH DEFINED NAMES, PREVIOUS VERSIONS, AUTOMATICALLYCALCULATE THE IX, AY AND AZ, IN LATEST UPDATE, PROGRAM ASKING TO ENTER IX, AY AND AZ…

In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.

1. Staad_19-01-2023 .std I am not sure what is causing this instability and how to fix this issue. Any advice, suggestions would be appreciated! I have attached the staad model to view. Thank you. 1. Instability at joint 447 2. ***WARNING - DIAGONAL…

Is there any option to extract STAAD results from the temporary files created with analysis file (.scn, .bmd)?

staad file with EQ analysis.rar I am designing a G+2 building but am unable to remove warnings. you can see the file I attached. if I am wrong please try to provide the sample file of response spectrum analysis file for reference.

Hello Team, While using AISC 360-16 in STAAD Pro Connect edition Update 10 beam results show wrong failing criteria. for example a beam which is within allowable slenderness limit shows failure criteria as 'slenderness' whereas the unity ratio shown…

The correct systax for using design code IS;800 2007 section 11 ( WSD ) is CODE IS800 WSD If someone types IS800 2007 WSD , STAAD still runs the file but actual design is performed as per IS:800 1984 i,e, same as using syntax CODE INDIAN This bug…

Hi, I have created custom moment connection template in the connection design tab of STAAD Pro V8i Connect Edition Update 10. After creating the new item and moving it to moment connection database, it is not displayed or available for assigning the…

Hi Everyone, When I open my STAADPRO CONNECT EDITION latest version (August 2022) the option of create new physical model is disabled on the homepage. Can someone please provide a solution for this? The option for creation of new Analytical model and…

Hello, i have been running this model since last night, it has been about 12 hrs. i could not tell if the analysis is still running or dead already. does anyone has the same experience and could make a judgment? thanks

Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…

Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…

Hello dear community, Is there any partner who is available in Athens-Greece in order to arrange a live seminar or webinar for Staad pro connect edition? Thank you very much in advance for your assistance and prompt response. Kind Regards, …

Hi, I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as * DESIGN NOT…

I model the wall in staad pro. & want to design the member manual, how to obtain shear force & bending moment from model

Hello everybody! I am starting programming in openstaad using visual basic, but I couldn't find any commend to add " * comments" in the staad pro input file. i really appreciate any help Ulises Flores.

I have attached my STAAD 3D model with a moving load generator which when run is giving me an warning message. The warning message reads "No Members in specified Vertical Range". The moving load is being applied to level and straight beams. Top Module…