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cashan
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All message is: " Error. Please save your work in a different file, close Mecway and report this to support@mecway.com The sum of offset and count is greater than the buffer length. Version 14.0 System.ArgumentException w SlimDX.Utilities.Check…
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It doesn't look promising. I can see that there is no easy way to display the average values for element / values in the middle of an element. Currently, the displayed values (in nodes) are relatively high. Averaged values for the elements give much…
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Looks ok however ... not fit to me . I am looking for VM stress described as: " σvm, is based on the membrane direct axial and shear stresses of the plate element evaluated at the element centroid. Where shell elements are used, the stresses are …
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"I agree, simple problems, simple solutions, big problems, prepare your wallet." - not true at all.... "prepare wallet " or "time" ... so - time is cash . And again.. Mecway is so fantastic software. It is a only a small step to be a perfect softw…
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All this is true, but the structure we show is a simple example. I made it to check it with the results from the software that I use professionally with the results from Mecway (I use Macway as a hobby at home, I do not have a license for commercial…
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Hi friends... It is a small problem with typical ship structure. Normally, due a ship specify, a model is builded as shell elements for a shell (side, decks , bulkheads etc) with profiles (L, T, HP etc) modelled as beam (not solid). An - in additio…
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Hi Sergio! Thank you for your quick reply. I will try to finfd it in Calculix manual, ( but I think that it will be a good idea to put "non linear material creator" in Mecway )... About temperature - I have a temperature profile defined by function,…
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Thanks! It's easier than I thought! Works great.
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Hi, Thank you for all respond! "node-surface coupling" looks good. However, I have a problem with using it. Can you upload a ".lim" model so I can see how it is added? Or maybe there is a tutorial on the web?
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Not easy because i understand that i should add fixation in each direction separately. In other word - i have 3 different BC if I add a "symmetry" (1x displ. + 2x rot.). In other tools/softwares I can select node/geometry and define which dof should…
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Thx. It is Working. But it is not easy to use .
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Method "2" works perfect. Thx
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Ehh... i am stupid.. i can add displacement=0 in interesting way..
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Ups.. You're right - I think about GUI .. Sorry for misunderstanding .
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Wow! Rev. V4 is a good news . Do you plan change API to bit more modern too ?
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Hi. Ramp loads are absolutly "must be". I am working as naval architect and we have many cases where many different pressures are appled to different plates (other one ad ship side, oter one are at internal tanks, different as wind at deck equipmen…
