UPDATE-How To Analysis and Design Water Tank In ETABS & SAFE

[@EngineerHassanTahir]

I don't understand, Why did you assigned the water load with negative value when the local axis 3 is already out of the plan of walls and soil load with positive sign if soil is out of the pool?

[@MrEngineerO]

thank you for watching please watch my other tutoriaIs kzbin.info/www/bejne/fYi3kGSYg7mUiM0 pay attention to Z

[@zenaquaconcepts]

How define glass material if swimming pool once side is glass.

[@emnguyentuan710]

rất hay, cảm ơn bạn

[@noorkhresat999]

Thank you so much Can i get the cad or the 3d file

[@LodyBasha]

thank you , can you please send me Etabs and AutoCad files for this tank ?

[@avardazlim-dg1mi]

Hello. Could you please share me a file that you use for detail of calculation in Civil 3D ?

[@MrEngineerO]

for which training video? or you want a dwg file for civil3D? you mean a style file? explain more please

[@avardazlim-dg1mi]

@@MrEngineerO dwg file sir

[@vasubhadania]

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)...!?

[@MrEngineerO]

Thank you for your attention, dear engineer In the near future I will try to post a tutorial on this topic on my channel

[@structurex-zx4yk]

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.

[@JAGADISH.RR-JC]

Please do one video to check pressure in glass tanks

[@NirjhorKabir]

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.

[@MrEngineerO]

thanks for your attention

[@georgen9755]

overwrite