INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 3.00001 0 0; 3 6.00001 0 0; 4 9.00002 0 0; 5 12 0 0; 6 0 3.00001 0; 7 3.00001 3.00001 0; 8 6.00001 3.00001 0; 9 9.00002 3.00001 0; 10 12 3.00001 0; 11 0 6.00001 0; 12 3.00001 6.00001 0; 13 6.00001…

Dear friends, How can I overwrite loads (or any other properties) using OpenSTAAD, every time I edit something and run my script new loads are added. Thanks in advance.

HELLO EVERYONE, MY QUESTION IS WHEN I COMPARE TWO MODELS ONE WITH OFFSET COMMAND AND THE OTHER WITHOUT OFFSET AND IN BOTH MODELS I M GETTING DIFFERENT RESULTS WHY??? 1.0 Steel requirement in the top column is less in the offset model as compared to…

Dear friends, Could you help with this error, please? Thanks

Hi, I have a series of sloped beams loaded with the same trapezoidal load showing snow drift but the global deflection value I get for each beam appears to be different. I don't think I should I be using local deflection in this case but I'm not sure…

Hi, I am modelling a steel frame and I have a sloped low roof made of steel deck and beams. I want to apply loading on the deck to be distributed to the supporting beams and also account for the lateral stiffness due to the deck. How can I do this?…

Hi all, I am wondering which one to use between plate center stresses and corner stresses in plate post-processing results and when we should use them. I am modeling a dome shape, cylindrical wall and base slab. Corner stresses seems to be higher than…

Hi all, is there a way to apply concentrated member loads as shown in the image below using STAAD? This is a plan view of a cylinder, the blue marks show each beam division and each beam is 1m deep by 0.5m wide. Please advise. Thanks.

Hi everyone, It is very weird that I am getting different utilization factors every time I run the analysis (The software picks different forces values at the tapered element) and for some reason, all sections have the same utilization value. Could…

Hi all, could you help me figure out why I do not see the effect of the tension only spring that I'm using in this simple model? STAAD SPACE START JOB INFORMATION ENGINEER DATE 12-Oct-21 END JOB INFORMATION INPUT WIDTH 79 SET NL 3 UNIT METER KN…

Hello, Here I m going to the attached model of my building and my problem is that when I ran this model in series 6 and staadpro ce update 7 after the analysis I'm getting the different results of R/F. you can check out the result for beam no. 149…

Hi, Is there a way to show all design parameters assigned to a specific beam. Example: Beam No = 12 LY=5ft LZ=5ft DFF=360 DJ1=120 DJ2=124 UNT=12ft rather than having to scroll through tens of different parameter to compile the design parameters…

Analysis aborted also attached screenshot and my model already try memory command but the problem is not resolved.

Steel Shed_Viscose Line 5_V11std (3).STD Can anyone,please able to pass these failed beams,if yes then,please let me know(if by adding top and bottom plate etc)

Even in Staad CE Wind loads are still generated using ASCE code. Also, a number of videos are floating around on youtube explained by people who are not at all subject matter experts.

I have given the clear cover to be 25mm in beams and 40mm for columns as per Indian Code. Further, I can see from the design output I can see from the design report that the clear cover is 35mm even though I have given 25mm in the input for the beams…

WHENEVER I WANT TO ASSIGN FLOOR LOAD IT WILL AUTOMATICALLY TAKE X RANGE. WHY IT'S HAPPEN I DON'T KNOW.

What do we mean by the error , three vertices are collinear which occurs while assigning ELASTIC MAT Support??? FILTER HOUSE NEW.std