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Som retaining wall muy teacher
ОтветитьGreat video, but in my opinion, you should change the local axis for the panels, instead of using -1000kg/m3 for the unit weight of the water.
ОтветитьI thank you for this tutorial ... if this tank is semi buried esq we must activate the coefficient of elasticity of the soil by defining the thickness of the sails and the raft? thank you
ОтветитьHI b , do you have documents for calculate reinforcement bar? Thanks
ОтветитьCan I replace the water with concrete, the wall with a steel formwork, and then calculate the pressure of the concrete against the formwork?
ОтветитьSo many mistakes in design of tank. No temperature load. No crack limitation. Meshing wall very bad. Mesh should be square with density at the corners and in the slab. Why do you use support in the top of the tank?
Ответитьលោកគ្រូ ហេតុអីខ្ញុំពេលដាក់ Hydrostatic pressure ទៅវាមិនលោតជារាងត្រីកោណ ចេញជារាងចតុកោណវិញ?
Ответитьthank you for sharing teacher.
ОтветитьGreat Tutorial
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