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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. Can anyone give me a formula to determine the volume of a horizontal 2:1 elliptical tank head at various levels of fluid fill? We have an earthwork dilemma at a 13 acre site in nj that is jeapordizing both the cost and schedule of a school addition.
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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. 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,. Compaction grouting was performed as well as cosmetic repairs.
The total volume is easily calculated, but i.
I still speak enough florida man to figure our the peculiarities, though. It can be carburized with sufficient case depth for most any application. The onsite soil, slated for cut to fill, is unsuitable as. Can anyone suggest a reasonably priced software package for designing precast bridge girders?
In a tampa bay native but got my engineering training and experience in virginia. Our office does a few bridges each year but not enough to justify an expensive. I had a geotechnical investigation that confirmed sinkhole activity on my property in the tampa area.