TRIANGULAR ( PRESSURE ) LOAD DISTRIBUTION AT A SPECIFIC DISTANCE

[Eng.LuayTareq]

HI EVERY BODY ,

I WOULD LIKE TO KNOW HOW CAN I DISTRIBUTE THE PRESSURE LOADING A SPECIFIC DISTANCE ON A PANEL USING COORDINATE PARAMETERS GIVEN IN PANE SURFACE LOAD

WITH MY GREAT THX TO YOU ALL

[Artur.Kosakowski]

Hi @Eng.LuayTareq

I'm not sure if I understand what you need exactly. Could you attach some sketch illustrating your question please? 

[Eng.LuayTareq]

I  want to design a rectangular tank of 4m*5m with a height of 4m from calculation the load on each panel of the tank will be P=44.07 KPa at the bottom of the tank and decreasing uniformly to zero at 3m high , so my question how can I enter this pressure using Load Definition ?

with all my best 

[Rafacascudo]

3p load or hydrostatic types

[Eng.LuayTareq]

yeah the 3p but I don't understand how to enter the exact coordination parameter given in it so that the load decrease to zero at 3m hight not the whole height of the wall =4m .

Can I get an explanation to help me how to get a solution for that ..

Best,,

[Artur.Kosakowski]

Hi @Eng.LuayTareq

Please check post 2 from https://forums.autodesk.com/t5/robot-structural-analysis-forum/applying-hydrostatic-pressure-to-only...

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Eng.LuayTareq]

@Artur.Kosakowski ,, yes Mr. Artur I have the same problem but the solution given in this forum did not open requiring me to refresh the page , is there another forum solving the same problem

Great thx to you

[Artur.Kosakowski]

Hi @Eng.LuayTareq

post number 2 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Artur.Kosakowski · Accepted solution]

For the geometrical limits:

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.