Structures and Constructions: Design of Underground rectangular Water tank jeg? Click here to download (design of RCC water tank) Here an Underground rectangular water tank is designed by based on IS 3370 (Part II):1965 It is not a complete design of underground water tank.

Hello Quark (what a great name!) Yes, there is a procedure. I you are willing to work your way through the ASME VIII Division 1 BPV code, in Appendix 13, you will find the complete procedure for a number of different configurations.

The arithmetic is somewhat lengthy, but if you are patient, you will be able to develop the design. If you know someone who has a copy of the COADE CodeCalc software, they will be able to do the calculation for you in a matter if minutes. If you need any further information, you can contact me at. RE: Rectangular Tank Design (Mechanical) 2 Jun 03 23:54. Thanks MJC, Quark, Raydel for your input.

I got the paper from Kanti K. MJC, you are right rect. Tank is indeed expensive, but unfortunately we need to fitted it into a corner of a building and space is restricted.

Pastinya sangat kesal melihat laptop sendiri tidak dapat bertahan lama dengan menggunakan beterai? Cara memperbaiki battrey mini laptop x107b. Seperti yang penulis alami beberapa hari ini laptop dalam kondisi yang baik serta baterai yang belum lama tiba – tiba baterai tidak mau mengecharge dengan tulisan “Plugged in Not Charging” Dan ini terjadi berkelanjutan dengan angka charge paling banyak di sekitar 50% dan berhenti mengecharge. Cara memperbaiki baterai laptop memang berbeda beda tergantung kerusakan yang anda alami.

But just to let you know what I found out from my local fabricators, that they have built a tank for 6mm thick plate (no calculation justification), where else with all our stress calculation we came out to 14mm. Bearing in mind it is just a water tank, does anyone has any thoughts or any comments on this. ( safety / practical??) Thanks RE: Rectangular Tank Design (Mechanical) 4 Jun 03 03:24. Iton IF the tank is an open top tank (you did not mention the specific design), and is to hold water, then Appendix 13 will not help you. An entirely different approach is required.

If this is the case, then as someone above mentioned, the book by Megyesy will help you, but I have a simple programme that might help you. This programme only considers liquid carrying tanks either with or without a permanent cover, and allows the used to figure out the bracing that must be installed on the sides. RE: Rectangular Tank Design (Structural) 4 Jun 03 12:21. DSB123 is correct.

You can reduce the thickness of your flat plate if you consider large deflections in your analysis. There are some trade offs. See: TUBULAR STEEL STRUCTURES, TROITSKY, 1982 7.5.5.2 LARGE DEFLECTION THEORY DESIGN OF STEEL BINS FOR STORAGE OF BULK SOLIDS, GAYLORD & GAYLORD, 6-19 LATERALLY LOADED PLATES - LARGE DEFLECTION THEORY I have designed several rectangular bins using Gaylords book and significantly reduced the plate thickness. Field tests show the deflections are close to their results. Troitsky's book is available from lincoln welding web site for about $25.

You can find Gaylord through Amazon or get a coy from the library. RE: Rectangular Tank Design (Mechanical).

H w = m Walls t w = mm W x = W y = m m Rebars in vertical direction: @ mm Horizontal rebars at midpoint (X): @ mm Horizontal rebars at edge (X): @ mm Horizontal rebars at midpoint (Y): @ mm Horizontal rebars at edge (Y): @ mm M wv = kN.m/m Max. Internal forces in Walls: Horizontal Rebars at Outside Clicking button Delete can delete the top layer of soil Clicking button Edit can add a new layer of soil, or update existing layer of soil All internal forces are per unit width (/m) Ghali A., and Favre R., Concrete Structures: Stress and Deformations. Chapman & Hall, London. Rectangular Concrete Tanks, 5 th Edition, Portland Cement Association References: W x >= W y, L x >= L y Internal forces are from Finite Element Analysis (FEA) or tables of reference 1 Notes.