Analysis and Design of Substructure of Bridge: Bearing, Pier, Abutment, Foundation | midas Civil

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[@zharh4534]

Could you answer if pier in superelevation, how model the column and the pier ? I need help for this one

[@momo-k1j4c]

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?

[@TingSiiYu]

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".

[@yaqubtasal]

please do this process in csi bridge please

[@CalmShots]

can you make a video "How to deaign a open type dock yard from midas"

[@anon4286]

thank you for the video

[@htetaung8292]

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

[@piowilliamlumongsod8659]

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.

[@harnishapatel208]

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?

[@G19-f1n]

It is interested

[@bikiranbaishya7076]

Your aha's are very distrubing, try to speak without it

[@tanushrihegade9997]

Do you provide classes? Please share email id or contact number