For the walls in my opinion, it is best to not manually mesh it but rather auto mesh it to simplify the assigning of non-uniform loads in walls. I think it is a little bit erroneous to manually mesh the walls and assign non-uniform loads because the values of C and D were based from water or soil full height along the global Z-axis of the tank walls. In reality, the manually meshed walls are segmented, so the C and D values should be variable from base of the wall to the top of the wall.
Please note. If you use non uniform shell load then you have to specify "Zero negative" in the dialogue box. Otherwise the upper portion of the wall will have opposite loads.
I have observed this everywhere..... whenever people talk about meshing walls they actually divide it but when it comes to slab elements division is not used (or required).. so why is division always required in walls (may be retaining walls or shear walls)...!?
rất hay, cảm ơn bạn
For the walls in my opinion, it is best to not manually mesh it but rather auto mesh it to simplify the assigning of non-uniform loads in walls. I think it is a little bit erroneous to manually mesh the walls and assign non-uniform loads because the values of C and D were based from water or soil full height along the global Z-axis of the tank walls. In reality, the manually meshed walls are segmented, so the C and D values should be variable from base of the wall to the top of the wall.
Thank you so much
Can i get the cad or the 3d file
thank you , can you please send me Etabs and AutoCad files for this tank ?
Please note. If you use non uniform shell load then you have to specify "Zero negative" in the dialogue box. Otherwise the upper portion of the wall will have opposite loads.
thanks for your attention
Please do one video to check pressure in glass tanks
How define glass material if swimming pool once side is glass.
I have observed this everywhere..... whenever people talk about meshing walls they actually divide it but when it comes to slab elements division is not used (or required).. so why is division always required in walls (may be retaining walls or shear walls)...!?
Thank you for your attention, dear engineer
In the near future I will try to post a tutorial on this topic on my channel
Hello. Could you please share me a file that you use for detail of calculation in Civil 3D ?
for which training video? or you want a dwg file for civil3D? you mean a style file? explain more please
@@MrEngineerO dwg file sir
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