simboti
Mechanical
- May 24, 2003
- 15
Hi!
i have designed a tank basing my analysis on the flexural/bending theory of plates (i.e. westergaard approximate solution for rectangular plates. is this adequate or do i need to consider shearing? the tank has a capacity of 100 gallons.
i have designed a tank basing my analysis on the flexural/bending theory of plates (i.e. westergaard approximate solution for rectangular plates. is this adequate or do i need to consider shearing? the tank has a capacity of 100 gallons.