Browse By Tags

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…

Hi I have been working in STAAD for a very long time and have been extracting datas via excel from staad and paste it in a seperate sheet. I would like to automate the procees where the datas can be extracted from STAAD after the analysis process. This…

In STAAD.Pro Connect, when releasing the trusses, do we release all the members that make the truss? Or just the diagonal of the truss? Please enlighten me. Thank you!

Hi, everyone! Is the optimize command working for steel sections created using the User Table?

Eventhough set up in metric METER , KILONEWTON and set up force units in display options, still when i define properties in property page in metre when it is entered the value is converted to inches.pl help

STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand

4034.With Temperature_Rack.std.txt When I have applied temperature load and run the staad file it showed an abnormal unity ratio. Can you please check and suggest what is the issue? also check our applied temperature load calculation? For design,…

Dear colleagues, i haven't noticed this before, but recently i had applied more than 3 releases to a member and i noticed that the Structural Tooltip popup (yellow) shows only the first 3 releases and skipped the rest. Structural Tooltip has always…

Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…

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; 152 7609.76 14763.6 -1.061; 153 467.483 16072…

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;…

I am using a square section by TATA STRACTRA one on top of another.

Hello fellow team, I am experiencing some issue when running a model for analysis that contains sections created using Section Wizard. Before running I get these warning window/message: The analysis is then cut short because Staad.Pro could not…

Please help me fix this. I have assigned all materials and properties but it's still error. Thank you in advance. existing_Cf0.83.STD

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…

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

Dear sir, why aisc 360-05 is not designing haunch members? file is attached.and as we are modeling portal frame in staad is it the correct way. and the coming warnings members with the same joint can be ignored. B013.std

Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?

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

Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std

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.

As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here

Hi, Hopefully, you are doing well. could you please help me to solve this error? this is the code below. regards, DEFINE WIND LOAD TYPE 1 WIND -Z (WINDWARD WALL) <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 137.000 KMPH 0…