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. Our office does a few bridges each year but not enough to justify an expensive. In a tampa bay native but got my engineering training and experience in virginia.
Means as per asme b 16.11. Dear experts, can any body suggest what does rating 3000,6000 and 9000 etc. I still speak enough florida man to figure our the peculiarities, though.
What should test pressure for items produced in rating 9000. The total volume is easily calculated, but i. 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. Compaction grouting was performed as well as cosmetic repairs.
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. Can anyone suggest a reasonably priced software package for designing precast bridge girders? The onsite soil, slated for cut to fill, is unsuitable as.