brgriffi
Mechanical
- Jun 29, 2006
- 8
Hello,
We're designing a structural system that will have HSS 8x4x5/16 members approximately 8ft. long spanning in between two S12x31.8 beams. The tubes are water-tight welded to the edge of the structural steel; we need these tubes to be water-tight because the structure will be partially submerged and is made from galvanized steel.
A pictorial representation:
I======I
Our client is requiring that all aspects of our system meet the requirements of a 150* temperature differential (-40F cold night to 110F hot day).
Using a simple ideal gas law calc, we found an internal gauge pressure of 5.3 psi. I'd like to calculate the stress on the beam from this but I can only find spherical and rectangular stress equations for pressure vessels.
Is there a quick way of checking to make sure our sealed tubes won't blow up/ crack welds? One of our more conservative engineers is concerned that we will need to add a venting system to the structure.
Thanks,
Brandon
We're designing a structural system that will have HSS 8x4x5/16 members approximately 8ft. long spanning in between two S12x31.8 beams. The tubes are water-tight welded to the edge of the structural steel; we need these tubes to be water-tight because the structure will be partially submerged and is made from galvanized steel.
A pictorial representation:
I======I
Our client is requiring that all aspects of our system meet the requirements of a 150* temperature differential (-40F cold night to 110F hot day).
Using a simple ideal gas law calc, we found an internal gauge pressure of 5.3 psi. I'd like to calculate the stress on the beam from this but I can only find spherical and rectangular stress equations for pressure vessels.
Is there a quick way of checking to make sure our sealed tubes won't blow up/ crack welds? One of our more conservative engineers is concerned that we will need to add a venting system to the structure.
Thanks,
Brandon