Hey all i am designing a guard rail in tampa, florida and i did a lot of research to figure out the deflection limitations but couldn't find actual solid resource. It can be carburized with sufficient case depth for most any application. Can anyone give me a formula to determine the volume of a horizontal 2:1 elliptical tank head at various levels of fluid fill?
Our office does a few bridges each year but not enough to justify an expensive. Project is in the tampa area and close to the coast which is the main reason why it made me think of a higher potential for corrosion with dissimilar materials. Can anyone suggest a reasonably priced software package for designing precast bridge girders?
I had a geotechnical investigation that confirmed sinkhole activity on my property in the tampa area. What should test pressure for items produced in rating 9000. The total volume is easily calculated, but i. Means as per asme b 16.11.
In a tampa bay native but got my engineering training and experience in virginia. I still speak enough florida man to figure our the peculiarities, though. Hi , this is regarding the design of ellipsoidal heads in pressure vessels, where i have a case here for a vessel of internal dia = 2400 mm , and design pressure of p= 6barg,. Dear experts, can any body suggest what does rating 3000,6000 and 9000 etc.