CostalGuy
Structural
- Apr 14, 2023
- 9
hello all, this is my first post after checking this forum for help several times. I stink at coming up with names so I am stuck with the current one... I am doing a side project for a volunteer organization I belong to and the grand scheme of things is this: We have a 1100 gallon poly water storage tank (5'-4" diameter, 7' tall) and the idea is to modify the tank to put windows in it so outsiders can observe SCUBA divers inside. See the attached sketch for the concept idea, note that the tank size has gotten much smaller.
the plan is to install 3'x3' windows at between 13" and 4' down from the top of the tank. I may have overthought this problem but the total force I have on the window would be about 1,500#, Scaling things up for a safety factor has me analyzing the windows at 5 psi (double the pressure); the resulting hoop stress for a 1/4" thick tank is 160 psi. Polycarbonate has a tensile strength of 9,500 psi, so I am not worried about that.
I was anticipating fastening the glass with 2 rows of 1/4" ss fasteners at 3" o.c. staggered and was curious to see if I could estimate the block shear strength based on the thickness of the materials. Would that even be a concern? I feel like I am overlooking something.
The material sizes and loads all seem kind of small for the application but I am also only holding back worse case scenario of 250 psf
any sort of insight is appreciated as I don't want to spill potentially 500 gallons of water
the plan is to install 3'x3' windows at between 13" and 4' down from the top of the tank. I may have overthought this problem but the total force I have on the window would be about 1,500#, Scaling things up for a safety factor has me analyzing the windows at 5 psi (double the pressure); the resulting hoop stress for a 1/4" thick tank is 160 psi. Polycarbonate has a tensile strength of 9,500 psi, so I am not worried about that.
I was anticipating fastening the glass with 2 rows of 1/4" ss fasteners at 3" o.c. staggered and was curious to see if I could estimate the block shear strength based on the thickness of the materials. Would that even be a concern? I feel like I am overlooking something.
The material sizes and loads all seem kind of small for the application but I am also only holding back worse case scenario of 250 psf
any sort of insight is appreciated as I don't want to spill potentially 500 gallons of water