I need some help with this one. It has been a while since I played around with fluid dynamic and differential equations.
I have an air tank with a free air volume of 10.7 ft^3. I would like to know what size of an orifice is required to change the pressure in this tank from 5 PSF to 25 PSF...
I typically calculate wind loadings on exterior metal wall panels which are considered an element of Components and Cladding. The location of the panels are often attached to the building where the backside of the panels are NOT exposed to the internal pressures. For example, a current design...