Dear Experts, I am looking for powerful software to design petroleum storage tanks using API 650, actually I have little experience in this type of steel structures I have to choose a good software to handle this task,and i got offer from ' AMETANK software ' as the best software in this field,is this true? Another last thing, we used staad pro in our company, can staad handle the design of steel storage tank or not? API Std 650 Welded Tanks for Oil Storage, Twelfth Edition, Includes Errata 1 (2013), Errata 2 (2014), and Addendum 1 (2014), Addendum 2 (2016), and Addendum 3 (2018) standard by American Petroleum Institute,. API Std 650 Errata Free Download. Nov 17, 2005 2004 and 2005 Prius owners whose cars came with NAV DVD disk version 4.1 or older were offered a free navigation system software update. If your car came with version 4.2 or newer you are not eligible. A new NAV DVD costs under $300, but. Each Toyota models uses a different navigation system, so a 2010 Toyota Sienna DVD might not very useful if you drive a 2005 Toyota Highlander. This means you should make sure you find the right update disc for your car model. 8 Inch Touch Screen Car GPS Navigation for TOYOTA PRIUS 2009-2016 Stereo DVD Player Video Radio Audio Bluetooth Steering Wheel Control AUX IN+Free Rear View Camera+Free GPS Map of USA by HETECH $429.00 (1 new offer). Toyota prius navigation dvd download. ![]() ![]() Thanks in advance RE: choosing software to design storage tanks (Mechanical) 20 Mar 16 06:10. I would think a lot of that depends on exactly what you expect from the software. With any kind of tank or vessel software, you need to be familiar with the codes it's using to make proper use of the software, so if you have little experience with tanks, it may be difficult to evaluate the software to do it. Software is a tool, but it isn't a substitute for knowledge, either. One factor would be to what extent you're willing to change the way you design/draw/detail tanks to match the software. One thing I notice in that software description is, one place, they say that floating roofs are supported, and then elsewhere, they don't list the API-650 appendices that deal with floating roofs as being supported. As far as I know, floating roof design is proprietary, and I'm not familiar with a publically available full design method for them. It's not too hard to write software to reflect code requirements if those code requirements are very specific, with each equation that you need to use. Where that is not the case, as in floating roofs, you'd want to consider very carefully who is actually responsible for that design. I suspect the software people would disclaim any responsibility for the performance of products designed to their software, so it leaves you on the hook if the software errs in the design. RE: choosing software to design storage tanks (Civil/Environmental). ELSARWAN, are you planning to let a software program tell you how to design your tanks without having the personal knowledge of how tanks are designed? I'm not saying that all your calculations need to be performed by hand, but relying on software without the knowledge of what's going on or the limits of the software or the tank design can result in problems (e.g., a few years ago, I reviewed a tank integrity assessment for a hazardous waste facility. They had used UL 142 as the tank design standard for their tanks with liquids with a S.G. Unfortunately, UL 142 does not incorporate the S.G. Of the material as it's use was for fluids with a S.G. CONTENTS:- Sr.No. 1 2 3 4 5 6 7 8 9 10 11 DESCRIPTION DESIGN DATA CALCULATIONS FOR MINIMUM SHELL THICKNESS BOTTOM PLATE DESIGN INTERMEDIATE WIND GIRDER 4.1 AS PER API 650 SEC. 3.9.7 SUPPORTED CONICAL ROOF 5.1 DESIGN OF ROOF PLATE 5.2 DESIGN OF ROOF PLATE WITH STIFFENING 5.3 DESIGN OF COMPRESSION RING 5.4 DESIGN OF ROOF RAFTERS COMPRESSION AREA AT ROOF TO SHELL JOINT 6.1 DESIGN OF COMPRESSION AREA AS PER API 650 App. F STABILITY OF TANK AGAINST WIND LOADS 7.1)RESISTANCE TO SLIDING FOUNDATION LOADING DATA VENTING CALCULATIONS NOZZLE FLEXIBILITY ANALYSIS AS PER APPENDIX P SHELL TO ROOF RAFTER JOINT STRESS ANALYSIS PAGE 3 4 5 6 7 7 8 10 11 13 14 16 19 20 1) DESIGN DATA Design Code Client's Specs. Api 650 Latest EditionFluid Material:::: Density of contents Specific gravity of contents Material's yield strength Design Temperature Internal Pressure External Pressure High Liquid Level DL API 650, 10th Edition, Add.4 2005, Appendix F 32-SAMSS-005, BD-407062 Rev.00C FIRE / UTILITY / WASH WATER TANK SA-516 Gr 70. 1004.9 1.0049 260 71 0.747 0.245 8.560 kg./m3 T Pi Pe Hl = = = = = = = Design Liquid Level HL = 9.000 m Allowable Design Stress at Design Temp.
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