Modelling a rectangular water tank with hydrostatic pressure staad pro CE

[@sikiruyusuff1246]

Good Job. How can we use a load combination for simulating when tank is empty?

[@TarikulIslam-tr8de]

Thanks a lot. Please show how to take the moments (which moment to take) and after that rebar detailing . I mean take the results and detail rebar for workable drawing. Everyone shows the modeling and analysis part, but it's confushion that how to use the output and which values from the analysis. It will be a great help. Thanks in advance. :) From Bangladesh :)

[@Lanreolokunola]

Tarikul Islam use MY
Or find more information www.sefindia.org/forum/files/plate_results_and_design_forces_in_computer_program_235.pdf

[@modrak6001]

Good job
How can use RCDC to design this example

[@Lanreolokunola]

Use eurocode

[@recebaga9382]

thank you for video, could you make also possible load combination as ACI 318, considering tank full, tank empty, buoyancy etc

[@Lanreolokunola]

well, i have never used the ACI code before, but i would try and read about the load combinations

[@YenNguyen-ul8tz]

how did you do it can you share with me , thank you

[@kikexoo]

In the input for the support, what is the difference between the options Y and Y Only?

[@Lanreolokunola]

kikexoo When you use the Y only command , only a spring in the Y global direction is created, so if you have a force in the Z, X or My global direction the structure will be unstable, because there is no restriction in these directions.

[@kikexoo]

Lanre Olokunola thanks! Do you use “Y” for any kind of footing? And when would it be acceptable to use a “Y only” case?

[@suzyonkhoma7165]

engineer i would like you to make a video on working drawings for a water tank it be circular or rectangular..thanks in advance

[@Lanreolokunola]

suzyo nkhoma noted!

[@Pgan803]

The Model creation of Tank is too complicated. Is there an easier way. maybe export from 3D Autocad Dwg? or using 3D gridlines?

[@Lanreolokunola]

Try if you can use structure wizard