Modelling a rectangular water tank with hydrostatic pressure staad pro CE

Рет қаралды 8,348

5 жыл бұрын

today we are going to learn how to
1) model a rectangular water tank
2) apply Hydrostatic pressure
3) change plate orientation on staad pro CE
if you have any questions please drop it in the comment section
and do not forget to subscribe.

Пікірлер: 15

@TarikulIslam-tr8de 5 жыл бұрын

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 5 жыл бұрын

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

@sikiruyusuff1246 2 жыл бұрын

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

@recebaga9382 4 жыл бұрын

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

@Lanreolokunola 4 жыл бұрын

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

@YenNguyen-ul8tz 2 жыл бұрын

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

@modrak6001 3 жыл бұрын

Good job How can use RCDC to design this example

@Lanreolokunola 3 жыл бұрын

Use eurocode

@suzyonkhoma7165 5 жыл бұрын

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 5 жыл бұрын

suzyo nkhoma noted!

@kikexoo 3 жыл бұрын

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

@Lanreolokunola 3 жыл бұрын

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 3 жыл бұрын

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