Hi. Would you be able to explain that "auto-generation" step? I followed exactly what you did before and it was all good until 42:54, then I saw you just clicked "auto generation" then all the load popped out, but for mine it just said "no existing load case". I am wondering if you have defined them in advance or something?
Why when I auto-generate, there's only 2 combination generated while yours got 6? I thought it is okay but when I try to check beam design, it won't analyse because unacceptable load combination? Please reply if you got time. Thank you.
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Could you answer if pier in superelevation, how model the column and the pier ? I need help for this one
Hi. Would you be able to explain that "auto-generation" step? I followed exactly what you did before and it was all good until 42:54, then I saw you just clicked "auto generation" then all the load popped out, but for mine it just said "no existing load case". I am wondering if you have defined them in advance or something?
The exact same thing occur to me as well, which mine doesn't generate any load case, instead kept showing up the warning "no existing load case".
please do this process in csi bridge please
when I open beam & column section data for checking, but it is not shown for any section of beam and column. why? Please explain me
Why when I auto-generate, there's only 2 combination generated while yours got 6? I thought it is okay but when I try to check beam design, it won't analyse because unacceptable load combination? Please reply if you got time. Thank you.
Hi i did the analysis part but after that the software was unable to do the design part.. Do u know how do i fix that?
can you make a video "How to deaign a open type dock yard from midas"
thank you for the video
It is interested
Your aha's are very distrubing, try to speak without it
Do you provide classes? Please share email id or contact number