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- Tank Designer

1. Weld account for cylindrical tanks Pre milling 2 times HE AK Bl WE A WE wz WZ x times Base welds v v IV E m 1 vertical corner connection v v a v F 1 Welds for roof or rim folding U a iv E 1 Umlaufende N hte U E E 0 Welds for rim cover profile 0 Vertical stiffening v 0 Welds for roof stiffener Roof stiffener A El Corner welds full cover 0 eee say maa eee 10 Diameter of weld rod for root pass 3f mm Addition to labour costs 10 percentage surcharge for margin onto PC 35 i Addition to material costs 10 onto contract for discount out of SP 8 setae e an carla cae tras 3 x gg Diameter of weld rod extrusion weld 5 mm Material surcharge for waste 10 The dashboard is used to adjust the individual design commonly used in your company in the program prior to calculation These can then be saved as default parameters default setting The following information is required for this purpose Preferred panel size Select the preferred present in the warehouse panel size from the dropdown menu Apply material surcharge for offcuts Enter a percentage value from 0 to 100 V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 65 Reinforcement sections all in one size Panel reinforced sections with U sections Complete panels instead of panelling sections Bottom plate protruding
2. 17 Click on Finish The installation is thus finished V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 15 3 2 Licensing process TAN TransActionNumber In the attachment of the license e mail sent to you you will find an Excel file with the name TAN xls This file contains so called Trans Action Numbers TAN One of these TANs will be needed for each future calculation The Tan file contains several TANs Each of these TANs is valid for 1 year unless you ordered a 1 x TAN or a 7 day TAN The TANs are activated with the first click and run for exactly 365 days Therefore please activate the first in the first year the second in the second year etc If the TANs have expired the owner of the full version will of course receive new TANS Copy the TAN file into the directory Tank Designer For this click on the right mouse on the appendix of the license e mail and then on save as and choose the folder C user public Tankdesigner Vista or WIN 7 or C Dokument and Einstellungen all users Tankdesigner WIN XP The exact location of the directory is dependent on your version of Windows or the setting You will then return to your desktop 1 Start the programme now with a double click IE ankacsrgnen If the programme module cannot be opened now and if the text Optimisation gt 1 appears in the upper menu bar instead of the buttons circular tanks
3. Commission till ATTENTION recommendation Unconditionaly follow the hints from your operation manual test neu Initially you will be reminded to thoroughly read through and observe this manual Acknowledge this with a click on close The dialogue window then closes automatically Enter only the commission name or number or a combination in this commission window where you will find the tank again later The dimensions of the tank length width height are automatically inserted by the programme The corresponding commission name appears on the data printout as a footnote on each side You can move to the next screen by clicking on the folder Enter tank data 4 1 4 Confirm TAN a ee fea 4 calculate a A T x AV a a p A close up down enteranew delete copy enter click here and back commission commission commission data Fi assign TAN te received at started at expired at is Commission 28 09 2011 17 47 57 28 09 2011 17 48 34 28 09 2012 17 48 34 28 09 2011 17 47 57 515154103475535 New Tank ik 1 Jahr 28 09 2011 17 47 57 241024837158241 tatik 1 Jahr 28 09 2011 17 47 57 444876133267011 tatik 1 Jahr 28 09 2011 17 47 57 152847255911242 Click to one of those Fill in name number assign TAN V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 24 4 1 3 Ma
4. 8 i HE B reports as PDF or XPS file close print PDF 100 one and back XPS Page Pai formular result PDF View Th license V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 38 4 2 5 Edit table of stiffener profiles We deliver you Tank Designer 5inclusive a database for metallic stiffener profilesTeh content of this database you may print or edit Fal s AF Database own print steel open license TAN list new database stiffener chart steeltable TAN list Hat TAN Mare This table includes profiles sorted according Material Type of profile shape Sizes in mm Flachstahl F 20 20 L Angles A B 0 72 0 0 w P 7 20 x 40 stiffener HE A 257 0 0 A 1 u 120 x 60 Istiffener HE B 5 36 0 0 Cd Ho zz Aa T 20 80 sq and rect tubing 902 0 0 mCi F F T 30 O Dea 194 00 E He 8 o 30 x go a oe a 277 0 0 A 1 J E 30 eo 2 21 22 0 0 707 00 v nz A 2 2 30 o ee 293 0 0 7 00 7 30 x m 2 152 65 0 0 25 0 0 Vv oH H ll D F 30 o es 210 94 0 0 35 16 N 0 0 7 40 x 20 eS 1 41 0 0 141 N x D A A E F 40 4 9 0 0 45 00 A F 7 40 o 7 ls 13 96 0 0 6 89 0 nz a A o NE profile dimension in e of profile profile avalab
5. 1000 width mm Enter the length width height and fill level of the tank and the density of the medium to be stored here Choose the shape of the reinforcement profile which is to be used for the vertical as well as the reinforced edges You have here the choice of U L IPE IPB middle beam IPB L flat bar and rectangular hollow profile For reasons of stability and cost we recommend rectangular hollow profile because these show high stiffness at low weight After choosing the reinforcement profiles you determine the beam height flange width i e the wall contact surface load bearing surface of the profile Please observe with the pre dimensioning that the steel profile is attached to the upper tank wall as a rule using protective profiles of plastic These plastic protective profiles also serve as corrosion protection The programme automatically inserts the determination of the reinforcement profile height and thickness in the Calculate window The programme than asks you to input the distance of the vertical beams in the field Panel width Through this distance you affect the panel size We recommend you enter the number 750 into the input field at your first attempt Effect of the wall thickness With this tank construction design you have the possibility to influence the wall thickness By changing the panel width i e the distance of the vertical reinforcements the wall thickness and possibly the dimension of th
6. V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 30 4 2 2 Tank dimensions and marginal values For rectangular tanks of type B C D and E Tank Designer module Z 1 1 is offering you the possibility choose the stiffener material out of 5 different metalls in the TD basic version only the material standard carbon steel St 37 2 For tie rods or tie profiles Tank Designer is offering additionaly 3 different types of srews in the basic version only type 4 6 m trivial euyiso Alloy AsTmya s UNS Type Form 100 _maz me4 vin267 3 46 som Screw 101 _maz mea Din 88 iso8981 screw 102 _maz me4 vin267 3 120 sos981 Screwe 103 st37 2 10037 sasunvaR A283c Profile rod 104 st52 3n 10570 sass z n A57250 __Profile Rod 1o vaa 14401 X5CrNiMo17 12 2 316 s31600 Profile Rod 107 Aluminum 3 3206 1 2 _Amgsio s F25 Profile rod In this field you determine the tank dimensions When inputting please observe the following information A Tanks without reinforcement Enter the length width height and fill level of the tank and the density of the medium to be stored here V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 31 B Tanks with reinforced edges Input of dimensions and marginal values of the tank shape ofstiffener sa andrect tubing allowable deflection 9 la carrier height
7. recommended all plastic reinforcement deflection 1 acc to DVS 2 and 5 not conforming to standard recommended tie rods dimensions and screw material e g M 12 4 6 If a reinforcement beam is located in a position on the tank where another attachment parts are to be attached you have to enter the beam position by hand Acknowledge here the function key r mieuns By shifting the beam height25s the required wall thickness is changed An optimisation is not possible with this manual shifting If you leave the Calculate window again to change the input the programme will later automatically begin to optimise again The previously implemented manual shifting of the beam position is thus erased and must if applicable be carried out again V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 37 If the calculated tank does not meet your expectations you can subsequently influence the tank static by changing individual input For example if the calculated wall thickness is too high go to the window Tank dimensions and marginal values by pressing the function key F2 and increase the number of fields Also if e g the recommended reinforcement beams are too large or heavy go to the window Tank dimensions and marginal values by pressing the function key F2 and reduce the Panel width here It is also possible to change the tank construction design To do this press the function
8. 4 The prices for the average hourly rate can be entered in any currency This must only be followed consistently However only the dollar sign appears in the database as well as the data printout 5 The program user is responsible for updating the prices and working hours and or working speeds 6 The program does not perform any optimisation of the weldseam count and of the blank cut 7 During the first application of a specific design please check all the calculated number values thoroughly or at least compare them with your own previous cost calculation This calculation module is the first edition of such a calculation this is implemented without any guideline as a template Due to the enormous complexity and number of choices errors cannot be ruled out If you find such an error please report it to us immediately 8 The following definitions which you would like to consider when entering the working hours continue to apply If any of the steps do not occur then set the appropriate times to O zero The panels are trimmed cut due to non angularity and or oxide layer Select the number of cuts in the dashboard In the calculation of production cost for the reinforced section and safety section frame semi finished products with a length of 6 m are required Each panel each safety section reinforcement section is transported from the warehouse to the sawing machine from there to the welding machine or the welding s
9. 1 60 160 2 60 260 1 05 125 1 50 150 2 00 200 3 25 325 von Obs 8 24 3 OS 125 1 85 185 2 55 255 3 90 390 a 2 30 230 3 10 310 4 65 465 3 80 380 5 50 550 Wird im Einzeifalle durch die zust ndige Baubeh rde im Einvernehmen mit dem Zentralant des Deutschen Wetterdienstes in Offenbach festgelegt ber bis 20 358 08 bes 20 bis 100 42 ber 100 Choose the snow load zone and the height above sea level of the intended setup location to determine the snow load according to the above table If there is another snow load at the destination location of the tank you can adjust the value to the situation In Berlin betr gt die Regeischnasiast sp 0 75 kN m2 75 kp m2 location of tank _ ventilation outside build inclination angle of roof inside E outside building 15 vacuum constant N mm 2 0 0003 Indoors installation If the tank is to be setup inside but has a ventilation duct which leads outside a vacuum exists from the wind suction in the tank In this case click on the field Ventilation outside The programme then automatically sets the value to pus 0 00048 N mm for a vacuum from wind suction according to the DVS directive Furthermore you determine whether a flat roof with or without stiffeners reinforcing ribs is intended If the flat roof is to be designed without ribbing set the number of stiffeners to 0 Then the programme provides the least pressure to be
10. A mounted onto added onto E inserted into added into You choose here No of cuts Ir long short long short long short long short long short short long short short long long long Number of blank cuts incl trimming L blank cuts or trimmings Refer to the diagram shown next in case of With the drop down menu shown select the number and position of the K qugy a lt a K doubt L The dashboard offers you the following processing options work steps Pre milling Machining the weldseam surface or creating a groove bevel 2 fold The work steps are valid for inside outside up down and left right HS Hotplate butt welding AK Angular welding folding welding gt semi crystalline materials BI Bending gt amorphous materials WE Hot gas extrusion welding A WE Automated hot gas extrusion welding WZ Hot gas extrusion welding WZ x fold 1 root of the weldseam is set automatically WZ X fold Multilayer hot gas welding WZ x fold gt 1 4 multilayer main weldseam You have this assortment with manufacturing constraints for the following tank elements Circumferential bottom weldseams V and or fillet weldseams WE A WE WZ Vertical corner joints Inside outside corner joint all work steps Weldseams for cover or fold As T joint or inside outside corner joint Horizontal safety section weldseams Fillet welds top bottom WE A WE WZ Weldseams for safety sections at the upper edge Fillet welds top b
11. Cover plate provided Is the cover ribbing based on structural engineering calculation Does the cover replace the upper horizontal reinforcement Additional thermoplastic rib on the upper edge Only thermoplastic rib on the upper edge is dispensed with Currently unchangeable All steel sections are the same The largest bottom of the horizontal sections is selected Should the vertical and horizontal steel sections be panelled with U sections Should the tank be lined completely If yes with what panel thickness Select from the dropdown menu Is the bottom plate larger than the tank If yes by how many mm is it protruding Should the tank be provided with a cover Only possible for type B C D E And is the cover plate larger than the tank If yes by how many mm is it protruding Should the cover plate be supported by the rib spacing determined in the structural engineering calculation The edge reinforcement can be dispensed with Following design The steel reinforcement is applied below the edge LJ The steel reinforcement If none of the above versions is selected the following design is regarded as the basis for calculation LJ V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 66 Where l Tank body set up as u El Face plate Added onto Added into Rim top stif Added onto Added into Roof plate Added onto Added into E A E
12. In doing so you will be informed that the manufacturer of the programme is not known Continue with the installation after this and click on Run nevertheless 10 Atthe start of the installation the following window appears 1 Setup Toric ref alee Willkommen zum Tankdesigner Setup Assistenten Dieser Assistent wird jetzt Tankdesigner V5 000 09 auf Ihrem Computer installieren Sie sollten alle anderen Anwendungen beenden bevor Sie mit dem Setup fortfahren ANKDESISNER Weiter zum Fortfahren Abbrechen zum Verlassen Click on Continue gt V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 12 11 12 A legal notice appears If you accept this click on Continue otherwise click on Cancel The installation will be aborted in the latter case If you chose Continue the notice now appears regarding the file to be created Please do not change this and allow the directory to be created by clicking on Continue op _ x Ziel Ordner w hlen Wohin soll Tankdesigner installiert werden A Das Setup wird Tankdesigner in den folgenden Ordner installieren Klicken Sie auf Weiter um fortzufahren Klicken Sie auf Durchsuchen falls Sie einen anderen Ordner ausw hlen m chten C Users Public Tankdesigner Mindestens 118 5 MB freier Speicherplatz ist erforderlich 13 Now the program will inform you that it will cre
13. The following window appears ro l i Tankdesigner V5 000 ig x in the cylinder Nz outer Dia mm weight kg position from top wallthickness no D 500 10 20 ME i nn in the roof outer Dia mm weight kg position from edge wallthickness 4 1 160 10 10 i V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 32 Starting with version 5 3 the programme can differentiate between nozzles and access openings manholes gt DN 500 Beyond this version the nozzles and cylinder assess openings in the roof are analysed as previously The dimensioning of the access openings in the cylinder takes place according to the guidelines of DIBt and LGA Nuremburg You can find details in this regard in the statics beginning with version 5 3 Please note For tanks that have to be setup within the Federal Republic of Germany the following applies Recommended minimum dimensions for tank openings Manholes access openings 800 mm diameter or 600 mm diameter if the nozzle height does not exceed 250 mm Enter the nozzles present in the cylinder in the upper part of the table of the window that now appears While entering the position of the nozzles please note that the height shall be taken starting from the upper edge of the tank The programme automatically gives a warning as soon as a nozzle comes too close to wall thickness transitions or the
14. V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 36 4 2 3 Calculate Pr E3 x Ka 409 223 ET close tank result optimization calculate help german english french spanish Russian and back dimensions Fi formular calculate language i R K 5 545 mm S6 mm no of fields 4 nec b S nec a id mm mm steel profile ST37 PVC C 1 PVC C2 PVC C5 lon race side oun I b 1 190 514 100x200x4 60 x 944 60 x 695 60 x 552 0 2 230 5 06 80x160 x5 60 x 841 60 x 620 60x 492 0 3 270 5 45 60x140x3 60x 625 60 x 461 60 x 366 0 4 310 493 60x60x3 60 x 325 60x 239 60x 190 0 0 000 x x x x Datensatz 4 lvon4 b bl ob A Suchen When the programme reaches the Calculate window the software automatically begins to use the input data in the corresponding formulas and thus generate a static During the computation you can observe the change in the wall thickness and the number of fields number of the reinforcements in the tank construction design C and E in the upper window area This change in the value is based on an optimisation programme which varies the beam positions and thus minimises the wall thickness After the computational process the programme shows you the values in a table Panel height Position of beam from the bottom to the top max required wall thickness determined from three calculation methods recommended steel reinforcement Alternative
15. 39 40 42 44 46 50 52 53 54 56 57 58 59 Page 3 Topic Page 4 4 Ventilation ducts 4 4 1 Rectangular ventilation ducts 59 4 4 2 Round ventilation ducts 61 4 4 3 Calculate 62 4 4 4 Print calculation reports 63 4 5 Individuelle Kostenanalyse 4 5 1 Basic informationen 64 4 5 2 The database fur price and times 64 4 5 3 The dashboard for rectangular tanks 65 4 5 4 Optimise rectangular tanks according cost 66 4 5 5 The dashboard for cylindrical tanks 67 4 5 6 Optimise cylindrical tanks according cost 68 5 Errors and error messages 5 1 General remarks 69 5 2 Through data input 69 5 3 Communicating with non disclosed error messages 70 6 Bibliography 71 8 Calculation values and abbreviations 8 1 Generally abbreviations 74 8 2 With rectangular tanks 75 8 2 1 additionally for tanks made of twin wall sheets 76 8 3 In cylindrical tanks 77 8 3 1 With flat roofs 78 8 3 2 Additionally for earthquake safety analysis 80 8 3 3 Additionally for cylindrical skirt type tanks in preparation 82 8 4 Additionally for cost analysis 83 9 Guarantee and liability 84 10 Attachment 10 1 Orientation guide Earthquake zones in Europe Mediterranean 85 see Chap 4 3 3 Legal notice 10 2 Listing of integrated sheet thickness variants metric imperial 86 10 3 step by step claculation guide for rectangular tanks 88 V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 4 0 Basic Information Rules import
16. 60 80 C Blue PP H PP B PP R 20 40 60 80 95 C Purple PVC U 20 40 60 C Red PVDF 20 40 60 80 100 120 C In the data printout Page 2 of the static you can find the following lines Fill medium Medium Formula Concentration Comments e g Nitric acid HNO3 lt 55 G5 The column Medium contains the trivial name of the mediums The column Formula represents the chemical formula of the medium The column 3 contains the respective max allowable concentration of the medium It means volume percent GL ges ttigte L sung saturated solution VL verd nnte L sung lt 10 diluted solution TR technisch rein technically pure H handels blich commercially available S suspension Fg Feststoffgehalt solid content Column Comments contains warnings which should be implicitly observed WP wiederkehrende Pr fung nach Zulassungsbescheid des DIBt Repeated inspection after note of authorisation by the DIBt G5 Gebrauchsdauer ist auf 5 Jahre begrenzt The service life is limited to 5 years G10 Gebrauchsdauer ist auf 10 Jahre begrenzt The service life is limited to 10 years V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 28 Pin gt calculate x Rx Aa i Kk amp close Selectyour Input of rooftype tank conical material input of Input of calculate help and back type of tank and location of tank dimensions base thermal loa
17. Ausdruck Beim Klicken eingegeben Dieser Ausdruck hat einen Fehler verursacht Die Aktion OpenReport wurde abgebrochen 1100 00 5221 5224516130 10 2877419 2 a Der Ausdruck gibt m glicherweise weder den Namen eines Makros noch den Namen einer benutzerdefinierten Funktion noch Ereignisprozedur zur ck Beim Auswerten einer Funktion eines Ereignisses oder eines Makros trat m glicherweise ein Fehler auf Hilfe anzeigen gt gt 4 Datensatz 14 1von3 Mb W Kein Filter Suchen A functional printer has not been installed Install a printer and then start the application again 5 3 Communicating with non disclosed error messages A If you discover an error when using Tank Designer which is not included in this list we ask you to let us know gt Print CTRL print on your keyboard Attach this graphic file to an e mail and please send it to the following e mail address info tankdesigner com We will send you a solution to this as soon as possible B You get an illogically appearing result or the programme show you a lot of zeroes after calculate in the result gt Copy the file TD_ANW ACCDB in the directory Tank designer gt Let us know whether it is rectangular or circular tanks gt and give your name and the designation the name of the tank Send the file with the relevant information to the following e mail address info tankdesigner com With
18. der Pratze mm 120 D nen V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 46 For analysis the stability in event of an earthquake the available horizontal and vertical accelerations as well as the reaction of the whole component against these have to be determined The following details are required for this purpose Rated value of ground acceleration depending on the earthquake zone a For Germany the following earthquake zones apply according to DIN 4149 ak Zoned Zone 1 EEE Zone 2 MM Zone 3 Basel Quelle http commons wikimedia org wiki File Erdbebenzonen png uselang de Zone 0 d Zone 1 a 0 4 m s Zone 2 gt a 0 6 m s Zone 3 a 0 8 m s Zone 99 gt Value not defined and does not conform to DIN DVS Here you can enter the value for the differing local ground acceleration a in m s see the next image Please view Sec 4 3 3 Legal Notice of the manual for this purpose Vlin Gebiet mit Erdbebenwahrscheinlichkeit Erdbebenzone nach DIN 4149 H m ag ms7 D Bedeutungsbeiwert nach DIN 4149 oan eee ner mens et E kr V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 47 Category of importance Importance factor _ y also referred to as viel Category of Buildings Importance importance factor y Buildings for which the resilience to earthquakes is an important factor with respe
19. ground Please note For nozzles present in the cylinder the wall thickness shall be at least SDR11 earlier pressure rating of PN 10 In the lower part of the table enter the nozzles that are planned for the roof The wall thickness of the nozzles can be estimated and shall at least correspond to the thickness level SDR 11 The weights play an important role in calculating the roof load Hence measure them very accurately The conical roof is analysed according to DVS 2205 2 as a non passable protective roof If the roof will be used for walking purposes or if it will be subjected to heavy loads e g agitator or fittings load distribution measures shall taken since roof loads are taken into account as surface load during roof dimensioning Basically the roof loads and fittings shall be supported separately 4 3 6 Calculate N viene J close print 100 one two and back Page Pages formular result View Summary of the results 2 1000 mm H 4000 mm FH 1350 mm G_ 830 N heightto erect tank Ha 4142 mm roofheightho 0 0 mm calculated thickness mm band base 1 cylinder 2 2 roof lifting lugs width 137 thickn 4 anchors width 70 number 4 edge expansion allowable 0 788 existing t 0 800 Attention The max sllovsble edge expansion is exeeded Please chose a different design method or elevated temperature bending of the sheet is required Please pay sttention that in case of eleva
20. keys F9 or F10 to go to the window Tank construction design and choose another type of construction design usually the next highest If by changing the construction design more inputs are required the programme will take you automatically to the corresponding window 4 2 4 Print calculation reports t calculate x 2509 4 4 10 Mr EA result calculate jei german english french spanish Russian Y ou al so h ave th e 2 s SE geun e option of opening a menu with the function key Print n which the reports are listed in the very detailed points Result Verification of rigidity Calculation of base roof lifting lugs genssnnsusnnsnunsensnnnnsunnnnnn VG A rigidity braces Stability gt gt of basg in n fing yperf zzies verification E Production draft 40 0 ST Stability Appendix and Estimation It s here possible to output the statics in detail with the complete calculation method on the screen printer right next to Y production draft pa view L arthquake safety OHSS S 8B BF _ Estimation view print the corresponding Result point A new window Datensatz 4 1 von 3 pt X Kein Filter Suchen will open when viewing the documents c i With the function key Printer all selected parts are 7 View Print printed out On the chosen printer Alternativ save the
21. maximum of 2 of the panel width Variable deflection of the reinforcement beams According to DVS 2205 5 or EN 12573 the tolerable deflection is 1 of the panel height supported by the respective beam You have the possibility in this programme with tanks of the Type B C E to adjust this deflection to 2 3 4 or 5 in the window tank size We expressly state here however that the responsibility and liability lies with the programme user Before you make a change in this value which is a deviation from the specifications of the directive you should make certain that the end users the testing institution or the local law or the regulation position allows this or makes this possible Attaching the reinforcements with protective profiles Steel profiles are as a rule attached to the tank wall position determined by the programme using plastic protective profiles These protective profiles of plastic also serve as corrosion protection Furthermore an all over mounting prevents vibration movement of the wall caused by filling height fluctuations These vibrations can lead to brittle fractures in the tank corners Welded in tops as reinforced edges The calculation of the top thickness is done without consideration of the top deflection In each case an adequate top stiffener 1s provided Tops cannot be walked on In the calculation it is assumed that the welding process with which the top is attached is also used as a basis for th
22. mm N mm N mm N mm N mm N mm N mm N mm N rnm N rnm N rnm N mm N rnm N rnm N rnm N rnm N rnm N rnm N rnm N rnm kN m kN m N mm cylindrical height Height of the course 1 Height of the lowest course Stresses effective for a short time Dimensioning value of stresses effective for a short time Dimensioning value of stresses w th a medium effective duration Dimensioning value of stresses effective for long time Creep strength for 10 hours Creep strength for the computational working life at the mean effective temperature Dimensioning value of the creep strength for the medium effective duration e g in the case of snow for three months at 0 C Dimensioning value of the creep strength for 10 hours Dimensioning value of the creep strength tor the computational working life at the mean effective temperature Length of the upper course of the equivalent cylinder Lange des mittleren Schusses des Ersatzzylinders Lange des unteren Schusses des Ersatzzylinders Bending moment in the case of a wind load Dimensioning value of me tensile force on the diaphragm at the lower edge of the cylinder Short time dimensioning value of the effects on the roof according to Table 5 or 6 Dimensioning value of the effects on the roof according to Tables 5 6 Radially symmetrical equivalent loading caused by wind pressure Dimensioning value of the critical shell buckl
23. mm 40 oe filling height mm _ 1000 height mm 1000 2000 en ath mm _ g 5 a 1000 width mm N Enter the length width height and fill level of the tank and the density of the medium to be stored here Choose the shape of the reinforcement profile which is to be used as a reinforced edge You have here the choice of U L IPE IPB middle beam IPB L flat bar and rectangular hollow profile For reasons of stability and cost we recommend rectangular hollow profile because these show high stiffness at low weight After choosing the reinforcement profiles you determine the beam height flange width i e the wall contact surface load bearing surface of the profile Please observe with the pre dimensioning that the steel profile is attached to the upper tank wall as a rule using protective profiles of plastic These plastic protective profiles also serve as corrosion protection The programme automatically inserts the determination of the reinforcement profile height and thickness in the Calculate window C Tanks with circular reinforcements Input of dimensions and marginal values of the tank shape of sifener 59 andrect tubing x allowable defiection en A carrier heightimm 40 no of fields a2 filling height mm desired wallthickn 1000 0 height mm 1000 pooo cth mm g m 1000 width mm Enter the length width height and fill level of the tank and the densi
24. of a target wall thickness Enter the desired wall thickness in the field target wall thickness In the field number of fields please enter the number 2 The programme will determine the required reinforcement number mathematically which is needed to reach this wall thickness The programme shows consecutively the number of reinforcements with Calculate Calculation of the wall thickness with the specified number of fields Enter the in the field number of fields the desired number of the reinforcements incl reinforced edges In the field target wall thickness keep the number 0 or delete it The programme will determine the required reinforcement number mathematically which is needed to reach this wall thickness The programme shows consecutively the number of reinforcements with Calculate In both cases the wall thickness is optimised by the shifting of the beam positions This can lead to the desired wall thickness being overshot in the calculation for target wall thickness Effect of the reinforcement beam dimensions With this tank construction design you have the possibility to influence the beam size of the horizontal reinforcements By changing the field width i e the distance of the vertical reinforcements the required area moment of inertia and the required resistance moment could result in other values in the calculation By this change the programme will also change the dimension of the horizontal beams
25. tank serves as shielding and the programme takes the expected height of the retention tray fill level of the tank as wind protection in the determination of the wind components Outdoors installation For outdoor installations with roof type 1 and 2 a wind and snow load component is determined If a tank is setup in a snow load zone in which wind but no snow is expected southern countries choose the snow load zone 0 The ground level affects the wind load according to DIN 1055 4 location of tank inside outside building jgad zone height above sea lt 700 Wind pressure 0 5 KN m Tank with bond _ wind shielding Wind shielding If the tank which is to be installed outdoors is to stand e g behind a wall or a concrete tub this wall can be seen as a wind protection surface Input here the height of this wind shielding area in meters The programme automatically then reduces the wind load by the corresponding value V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 44 Tabelle 2 Regelschneelast so in kN m kp m Gel ndeh he des Schneetastzone nach Bild 1 Bauwerkstandortes Tabelle 00 75 75 0 75 75 0 75 75 1 00 1 O78 Oa 0 75 75 0 75 75 1 18 115 _ H he Windge Staudruck g 0 75 75 0 75 75 1 00 100 1 55 155 ite Gel nde schwindigkelt o 10 m mia kMim 0 75 75 0 90 90 1 25 125 2 10 210 0 85 85 1 15 115
26. the steel table in the form dimensions and recalculate 4 No reduction factor for the desired environmental medium can be determined for the given material Please enter the reduction factor into the variable media catalogue or via direct input If no values are available get in touch with your suppliers for thermoplastics pre products 5 The ratio of the fill level for the total height results in fields which are not loaded by the fill medium Please change the fill level the height or the number of the fields 6 Number of fields too high Go to the tank dimensions i window and change the number of fields Beh lterma e 7 Target wall thickness cannot be reached because too many fields are available Change the number of fields in the window Dimensions and marginal values 8 The material is only useable in the above given temperature interval 9 No information for the material time interval in years for this material of XX XX Choose a different material or shorten the selected useful life 10 Total life time is incorrect lt gt 100 Return with ESC choose the erroneous lines with the mouse and delete these with X or DEL on your keyboard 11 The total of the mixture proportion is incorrect lt gt 100 Return with ESC select the erroneous lines with the mouse and delete these with X or DEL on your keyboard 12 100 not reached or exceeded Return with ESC select the e
27. this file and your information we can see where the error is in the developer programme If necessary we will provide a free update V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 70 Bibliography 6 1 German Welding Society DVS e V Directions of AG W4 DVS Technical Codes on Plastic Joining Technologies DVS Media GmbH Aachener Str 172 D 40223 D sseldorf 2201 1 1989 02 Testing of semi finished products of thermoplastics Bases indications 2201 1 Supplement 1 2004 10 Testing of semi finished products of thermoplastics Bases indications Material and abbreviation 2201 1 Supplement 2 2004 10 Testing of semi finished products of thermoplastics Bases indications Directives for creep rupture curves of pipes 2201 1 Supplement 3 2004 10 Testing of semi finished products of thermoplastics Bases indications Linear thermal expansion coefficients 2201 1Supplement 4 2004 10 Testing of semi finished products of thermoplastics Basics indications Dimension stability of semi finished material after heating 2201 2 1985 07 Testing of semi finished products of thermoplastics Weld ability Test methods Requirements 2202 1 2006 07 Imperfections in thermoplastic welding joints Features descriptions Evaluation 2203 1 2003 01 Testing of welded joints of thermoplastic sheets and pipes Test Methods Requirements 2203 1 Supplement 1 2010 08 Testing of wel
28. your country Also take into account 1000 availabe plastic U profile N for cover Enter requested data please study the picture see chap 4 1 3 V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 91 Move continue with application data click onto durability and thermal load ca 3 Di EIER Basic Setup rrai EK a e close Select your tank material durability and Input of Cost calculate sig and back type oftank dimensions thermal load filling medium analysis formular Insert the dimensions and select ti supporting system calculate Ki Basics for the construction Construction material PP Alpha Plus Approved material DIBt listed Global safety factor Loading ur under alternating conditions e g a temperature filling level Possible danger to Please alwa S stud the parson objects and environment in the event of e mway y aAA Please ask definition of each safety your material factor see chap 4 1 3 i supplier for Welding tank wall HS fz Fs 0 8 approval Tank corners and base connection are save if the weld factor is 2 0 6 Hence choose factor for innerwalljoining process remarks Here you could enter any design related femark you need to tell your customer Enter requested data please study the picture see chap 4 1 4 Move continue with application data click onto Input of filling medium Toy calcu
29. 1 Analysis of tanks and apparatus made of thermoplastics Stationary round non pressurised flat floor tanks in earthquake regions 2205 3 ff 1975 04 Calculation of tanks and apparatus made of thermoplastics Welded joints V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 71 2205 4 ff 1988 11 Calculation of tanks and apparatus made of thermoplastics Flanged joints Incl all supplements 2205 5 ff 1987 07 Calculation of tanks and apparatus made of thermoplastics Rectangular tanks Incl all supplements 2207 1 ff 2005 09 Welding of thermoplastics Heated tool welding of pipes pipeline Components and sheets made of PE HD i ncl all supplements 2207 3 ff 2005 09 Welding of thermoplastics Hot gas string bead welding and hot gas welding with torch separate from filler rod of pipes pipe components and sheets Requirements for welding equipment and accessories incl all supplements 2207 4 ff 2005 04 Welding of thermoplastics Extrusion welding of pipes piping parts and panels Process requirements incl all supplements 2207 6 ff 2003 09 Welding of thermoplastics Non contact heated tool butt welding of Pipes pipeline components and sheets Methods equipment parameter Incl all supplements 2207 11 ff 2008 08 Welding of thermoplastics Heated tool welding of pipes piping Parts and panels made of PP 2207 12 ff 2006 12 Welding of thermoplastics Heated tool welding of pipes piping Part
30. 75 and 100 If this value is still too small the tank with the selected ground acceleration is not feasible Anchorplates Anchorplates i a number of anchors 4 number of anchors 4 width of Anchorplates mm 120 Max width of Anchorplates mm 70 140 Max no no 4 3 3 Notes on analysis of stability in the event of an earthquake from Version 5 10 onwards OO ap ye NG Here you can mathematically verify whether the tank would remain safely secured in the ground in the event of an earthquake or not cay berechnen Q E A w o a SS E Schliessen Wahlen Sie die Eingabe der Art und des Beh lterma e Kegelboden Erdbebensicherheit Werkstoff Eingabe der Eingabe des berechnen Hilfe und zur ck Behalterart Aufstellungsorts des Beh lters thermischen Belastung F llmediums FL Formular Eingabe der Abmessungen und der Ragferte f r den Beh lter berechnen Hilfe Bi gt E Eingabe der Art und des Aufstelffingsorts des Beh lters u nn Aufstellung Dachneigung Innen o au en Schneelastzone Gel ndeh he E Tel wo Tel st ndig wirkender Unterdruck N mm 2 Schneelast 0 0003 0 75 in Gebiet mit Erdbebenwahrscheinlichkeit 0903 La Beh lter mit Auffangwanne 0 0005 _ Windabschirmung 2 kurzzeitig wirkender berdruck N mm 2 0 0005 Hebe se fa Durchmesser des Sch kels 30 2 nein Pratzen 2 Anzahl Pratzen 20 Breite
31. DIN 4149 Subsoil class A Non weathered mountain fresh hard rocks with great strength Subsoil class B Slightly weathered hard rocks or hard rocks with strength or coarse grained non cohesive and mixed particle loose rocks with high friction properties dense material and firm consistency e g glacially preloaded loose rocks Subsoil class C Strong to completely weathered hard rocks or coarse grained non cohesive and mixed particle loose rocks with medium density material and at least stiff and firm consistency or fine grained binding loose rocks with at least stiff consistency The subsoil environment can have the following combinations of geological subsurface and subsoil conditions A R B R C R B T C T C S 1 0 125 15 1 0 1 25 0 75 You can also enter a different coefficient for the proposed reservoir site subsurface conditions apply Simply overwrite the number in the back field Observe however necessarily also the following paragraph Legal Notice Legal notice The programme determines the corresponding values ag S ye according to the information you have provided in the earthquake input mask For areas lying outside the Federal Republic of Germany we offer the Opportunity to define your own values through direct input Zone 99 X However we do not take any responsibility for this In any case we recommend you to ask for corresponding information values from the client e g buyer of the tank or from the releva
32. HF lt 75 14 14 14 find values for 14 14 Hydrogel emulsion pH value 9 5 100 Hydrogen peroxide H202 PE PP max 30 lt 70 1 4 1 4 requested material Hydrogen sulfide H2S lt GL a nd te erature Hydroiodic acid HI lt GL DE Hydroxyethylethylenediaminetri H 1 4 1 4 1 4 1 4 1 4 Hydroxyl ammonium sulfate NH2OH 2 H2S04 lt 12 1 1 1 1 1 1 1 S ema mm ct lnhata MUNU UHISENA 4713 1 4 1 1 1 1 w V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 93 Move continue with calculation Ignoring cost analysis see chap 4 5 Kau calculate Basic Setup x Sagt rin O DAs tank result optimization calculate help German English French Russian Portuguese simplified Turkish Polish Dutch Czech dimensions Fi Chinese close and back formular alculate language LIN 17 15 mm mm no of fields W info about tie rod recommended thickness if needed manufacturing cost MC 5457 Net Weight kg 521 working hours h 25 7 80x160 x5 80x160 x4 60 x 120x 4 60x40x2 60 x 757 60 x 684 60 x 523 60 x 290 X lower 60 x415 60 x 230 top position of stiffener alternative dimension for solid plastic stiffener alternative to steel dimension of horizontal stiffener info about vertical stiffener in the printed documents If you are not sa
33. In this case you should also choose the design of the fixation of the vertical stiffener see chap 4 2 1 If you have not purchased Z 1 1 only E and E is available see chap 4 2 1 Continue with A Move 4 continue with insert data click onto tank dimensions za calculate Basic Setup x zarik F _ p close Select your tank material durability and Input of Cost calculate help and back type of tank dimensions thermal load filling medium analysis Fi formular Insert the wensions and select the supporting system _ _salculate help Enter data as requested see example values on page one Move continue with insert material click onto material Ug calculate Basic Setup x erna i A L Ee close Select your tank material durability and Input of Cost calculate help and back type of tank dimensions thermal load filling medium analysis FL __ Insert the dimensi st s and select the supporting system calculate formular TANK ve Insert the dimensions and select the supporting system shape of stiffener 59 and rect tubing x stiffener material ST 37 2 only possible to choose with module Z 1 1 7 allowable deflection estimate e g H 500 1 W carrier height mm Sof no of fields filling height mm desired wall thickness 4 260 0 height mm 1400 Only choose dimension 3200 _llength mm availabe in
34. Microsoft Corporation oder einer anderen Microsoft Konzerngesellschaft wenn diese an dem Ort an dem Sie die Software erwerben die Software lizenziert Bitte lesen Sie die Lizenzbedingungen aufmerksam durch Sie gelten f r die oben genannte Software und gegebenenfalls f r die Medien auf denen Sie diese erhalten haben Diese Bedingungen gelten auch f r alle von Microsoft diesbez glich angebotenen Updates Erg nzungen Internetbasierten Dienste Supportleistungen Liegen letztgenannten Elementen eigene Bedingungen bei gelten diese eigenen Bedingungen DURCH DIE VERWENDUNG DER SOFTWARE ERKENNEN SIE DIESE BEDINGUNGEN AN FALLS SIE DIE BEDINGUNGEN NICHT AKZEPTIEREN SIND SIE NICHT BERECHTIGT DIE SOFTWARE ZU VERWENDEN WENN SIE DIESE LIZENZBEDINGUNGEN EINHALTEN VERF GEN SIE BER DIE NACHFOLGEND AUFGEF HRTEN RECHTE 1 RECHTE ZUR INSTALLATION UND NUTZUNG Sie sind berechtigt eine Kopie der Software auf Ihrem Ger t zu installieren und zu verwenden um Ihre Programme zu entwerfen zu entwickeln und zu testen Sie d rfen die Software nur verwenden um Datenbankfeatures f r Ihre Nichtdatenbankverwaltungs Programme bereitzustellen 2 ZUS TZLICHE LIZENZANFORDERUNGEN UND ODER NUTZUNGSRECHTE a VERTREIBBARER CODE Die Software enth lt Code den Sie in von Ihnen entwickelten Programmen vertreiben d rfen wenn Sie die nachfolgenden Bedingungen einhalten Klicken Sie hier um den Microsoft Software Lizenzbedingungen zuzustimmen We
35. Richter in g in m s l around 2 0 lt 0 0017 lt 0 017 Only detectable with instruments 1 a oe 0 0017 0 017 Can only be detected by a few people who are ina resting state upper floors of high rise buildings Detectable in houses but usually not identifiable as Ill around 3 0 0 014 0 14 an earthquake Vibrations as in case of a car driving past V 35 40 0 015 0 02 015 02 Detectable in houses plates windows doors rattle Stationary vehicles can be seen swinging V 40 45 0 03 0 04 03 04 Doors swing open windows break at some places plaster flakes off People sleeping tend to wake up VI 45 50 0 06 0 07 06 07 Some heavy pieces of furniture begin to shake cracks in plaster appear light damage People run out of their homes some chimneys VII around 5 5 0 10 0 15 1 0 1 5 deteriorate light damage to buildings motorists detect it VIIL 50 65 0 25 0 30 25 29 Walls and monuments collapse heave pieces of furniture fall around motorists are hindered Buildings are lifted from their foundations cracks appear in the ground 0 50 0 55 Sources http en wikipedia org wiki Peak ground acceleration http www copernicus gymnasium de eduseis HTML skalen html V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 49 4 3 4 Tank dimensions and marginal values In this field you determine the tank dimensions When entering the details please observe the following information A Tanks and retenti
36. T s Q want to move from one folder or A e Ca window to the next but the close Select your tank material input of Input of calculate help and back type of tank dimensions thermal loading fillingmedium Fl programme does not allow doing formular Input dimensions and marginal valt 5 of the tank calculate help SO than at least 1 value i selection is missing in the current entry form Check thus the current folder and enter the missing value or activate a possibly missing selection As soon as the missing information is entered the programme Input of dimensions and narginal values ofthe tank activates the next folder and you can jump on with a click on this folder lt means ESC 4 The Escape key on your keyboard DEL key Delete on your keyboard nn of fiels V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 10 3 1 Download Installation with WINDOWS XP VISTA 7 To install Tank Designer 5 0 you will need at least 120 MB of free memory on your hard drive Partition C 1 Connect to the Internet 2 Open the website www tankdesigner com 3 Select the installation language Click on the corresponding flag 4 Please decide whether you want a full version or a demo version For owners of older previous versions the downloading of an update a step with the corresponding costs appears for your confirmation and you will be sent the corresponding invoice in the n
37. Tank Designer User Manual Version V 5 2 ank Designer Databa ea FAB Consult Dipl Ing Thomas Bauer In der Fraecht 17 D 56858 Altlay Tel 49 6543 980113 Fax 49 6543 980115 info tankdesigner com V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 1 Attention This manual refers to the current valid Tank Designer Version 5 0 5 1 This can be downloaded on the Internet at www tankdesigner com This version 5 0 5 1 contains new material characteristics additional fill media modified factors reworked calculation formulas and new methods of calculation All previous versions are with this version which has already been published no longer valid and do not reflect the state of the art The programme manufacturer disclaims all liability for any new calculations made using older versions Before using Tank Designer software packets we recommend each user to Thoroughly study this manual as well as all listed writing material in Chapter 6 Bibliography Please pay attention to the marginal conditions and recommendations needed to fulfil the theoretical basics V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 2 Table of contents Topic Page 0 Basic information Rules important to know 0 1 Basics of tank construction 0 2 Rectangular tanks 0 3 Circular tanks 1 Information on the use of Tank Designer 1 1 Sof
38. and rectangular tanks the database references can be considered false In such a case please uninstall Tank Designer and reinstall the demo or update version in the suggested default path c 2 Afterward you can open the Database by clicking on the folder A C a4 wi Tank Dergrer Deizosse vr rn e wu yak A x P l eo 3223124 o ext rusteas zeiautanlon cf Carusteorstre t Caqaticre cy com german engin ferra spanls Russian help rectargusrtencs otindr lt tsrks and vernetion piot Ave TIe tion ope white 1 ca ote language colour hea Database 3 Click on New TAN list V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 16 Hans Detzosse Bm F aE nr i a Oe OP steel corr Ursae TN kEt nm ran steeitstie IAN best ELF lens 4 Search through the directory Tankdesigner choose the previously copied TAN file and click on open Ex wu a Ba Ey BEE O Ir 3 Tank Dei gen Datos e Zan e amp ver sint steel oor icsse eststase rirterer dat steeitstie apte data Jet l eE halide 4 a Corpae A Hermer Phdr er a 7 xidli 0 ITAS 5 The TAN list is now active V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 17 3 3 The licensing process activation product key To convert the software from the demo version to a full version enter the foll
39. ange in production cost You can now change the tank data as long as it is technically meaningful and thus reduce the production cost Always allow the program to calculate twice If a cost reduction is no longer given return to the penultimate configuration You have now reached the optimum relationship between labour and material cost 4 5 5 The dashboard for round tanks Explanation follows with the release of this update 4 5 6 Optimisation of circular tanks by cost Explanation follows with the release of this update V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 68 5 Error or error messages 5 1 General notes A On the printout or the display of the paper pages there are only numbers text drawings and formula symbols are not displayed You are using Norton Antivirus The scrip blocking prevents the displaying of the text drawings and formula symbols Deactivate the script blocking B If you get caught in a loop Press ESC on your keyboard poss several times The programme will reset and you can enter your input again 5 2 Through data input 1 The creep modulus for the given material cannot be specified because the calculated Sigma is outside the allowed range for the material selected Press CTRL F1 for further information 2 Value Change the corresponding value 3 The required moment of inertia 2 degree is too high Choose the next highest beam height from
40. ant to know This software was developed as engineering software It supports the experienced plastic tank manufacturer in the design and dimensioning of plastic tanks devices and similar products In this case design means the dimensioning of the wall thickness as well as the reinforcement system of thermoplastic or steel not for circular tanks To this end the programme uses calculation methods from guidelines recommendations and standards In the event of missing information it falls back on the experience of the manufacturer or other experts and specialists This product is not intended as a replacement for human understanding or to cast doubt on technical principles Results which do not appear to be reasonable or realistic are to be scrutinised In such cases please contact the programme manufacturer see here too Section 5 5 Communication for non mentioned error messages Basic rule 1 The calculations carried out with the programme only apply if pre products are used for the tank construction which have been produced according to the relevant DVS EN ISO guidelines and standards and correspond to these Basic rule 2 The calculations can only be used if the products to be manufactured are produced with machines and equipment which operate according to the relevant DVS guidelines Basic rule 3 The calculations are only to be used in products if the production staff adheres to the associated DVS EN ISO processing guide
41. ate a folder in your menu bar Proceed with this by clicking on Continue gt Weiter gt Please do not change this assignment Otherwise the internal programme database assignments would not be correct and the programme will not work ae Setup Tankdes se ie ETUP anKgesigner Startmen Ordner ausw hlen Wo soll das Setup die Programm Verkn pfungen erstellen Das Setup wird die Programm Verkn pfungen im folgenden Startmend Ordner erstellen Klicken Sie auf Weiter um fortzufahren Klicken Sie auf Durchsuchen falls Sie einen anderen Ordner ausw hlen m chten 14 To confirm the programme notifies again you of the target file and start menu folder Please click on Install now V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 13 Das Setup ist jetzt bereit Tankdesigner auf Ihrem Computer zu installieren Klicken Sie auf Installieren um mit der Installation zu beginnen oder auf Zur ck um Ihre Einstellungen zu berpr fen oder zu ndern Ziel Ordner Ci Users Public Tankdesigner Startmen Ordner Tankdesigner V5 13 Now you will be asked if you accept the Microsoft user terms Sie m ssen den Microsoft Software Lizenzbedingungen zustimmen um die Installation fortzusetzen MICROSOFT SOFTWARE LIVENZBESTIMMUNGEN MICROSOFT OFFICE ACCESS 2007 RUNTIME Diese Lizenzbedingungen sind ein Vertrag zwischen Ihnen und der
42. ate your own sections More information required is Cost per working hour K MA Working length of panel welding machine mm Loss per weldseam mm Loss per saw cut mm Working length of bending machine mm Working length of folding machine mm Please check all of these values for relevance to your company and correct them if necessary 4 5 3 The dashboard for rectangular tanks E calculate Basic Setup og a kka close Select your tank material durability and Input of Cost calculate help and back type of tank dimensions thermal load filling medium analysis Fi formular Insert the dimensions and select the supporting system calculate help N Cost analysis Preferred sheet size 3000 x 1500 ir lozzle provided Tank body set up as U E A EPEE PRE Face plate Added onto O Added into Cover stiffener with protective U profile W pa Z Rim top stiff Added onto Added into Cove with complete sheets instead profiles Roof plate Added onto Added into Baseplate overlaps V 40 mm ic arean KL m Planning with roof plate Special component provided Kg 5 a Recommended Special component provided ir Kg 5 X Rim additional thermoplastic stiffener Rim pure thermoplastic stiffener Y 30 Thickness mm 75 Width mm
43. commended for ducts up to a max of 500 mm larger width B Rectangular ventilation ducts with reinforcements Here the reinforcements are designed as welded on ribs or as flange bars Observe here that the reinforcing ribs first exert influence on the wall thickness when distances are the same or smaller than the width of the ventilation ducts 4 4 1 2 Calculation method 1 Deflection The calculation for deflection only considers stability criteria According to the calculation as per P Jacobs which this programme is based on a deflection of the largest ventilation duct side of max 1 is permitted here This deflection can first be reached following the calculated useable life according to the underlying calculation V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 60 2 Deflection and stability This calculation considers the max 1 of the largest side length see previous paragraph as well as the effect of the manufacturing method and aggressiveness of the gas to be transported Through the additional strength analysis the durability of the welding seams is calculated in the dimensioning of the ducts influenced by the temperature and the reduction factor of chemical resistance 4 4 1 2 Duct dimensions and marginal values 4 4 1 2 1 Rectangular ducts without reinforcing ribs f ta x ora K amp calculate help Fi close material input of and back thermal ermal loading
44. considered such as short term vacuum and overpressure e g by emptying and filling Constant over and under pressures are not allowed according to DIBt in this type of roof If in your application case the real value exceeds the planned value you should adjust the value accordingly The use of flat roofs for outdoor installations is not allowed or intended by the underlying directive The calculation of the flat roof is done according to the construction and testing principles of the DIBt as a non accessible protective cover If the roof is to be walked on or additions are intended the corresponding load distribution measures are to be implemented If you have chosen the construction design conical roof the programme automatically suggests an inclination angle of 15 This is considered a minimum angle according to the DVS guideline Furthermore the programme automatically provides the least pressure to be considered such as short term vacuum and over pressure e g through emptying and filling as well as constant vacuum and overpressure If in your application case the real value exceeds the planned value you should adjust the value accordingly You also determine whether lifting lugs are provided If yes notify the programme in the corresponding field Diameter of the shackles through bolts In the calculation of the lifting lugs the programme assumes that the lifting lugs are completely all around welded to the tank skin using extruder wel
45. cover plate thickness of the cross pieces equivalent thickness resulting from the comparison of the area moments of inertia of a compact solid and the twin wall sheet required thickness from the bending for the cover plate of a twin wall smaller thickness of the two elements to be welded total thickness required thickness from the tension for the cover plate of a twin wall section modulus based on the height of a twin wall in the Y axis section modulus based on the width of a twin wall in the Y axis existing tension determined with the section modulus Wxaxial existing tension determined with the section modulus Wyeross V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 76 8 3 Ag Ap Az Ay Ay AK b bpr hrr mm 2 m m 2 m 2 m N mm N mm N mm ZARA2ZAZAG N BEBE TE For cylindrical tank calculation Thickness of weld Area of the bottom Area of the roof Area exposed to the wind partial area Shell area of the cylinder Reduction factor for the influence of the specific toughness Corresponds to Ay according to the DVS 2205 1 technical code Reduction factor for the medium in the case of the proof of the strength Reduction factor for the media influence in the case of the proof of the strength with an effect for three month Reduction factor for the medium in the case of the proof of the stability and the deformation Width of the liftin
46. ct to the large scale consequences of its collapse e g large residential eZ complexes administration buildings schools gathering halls cultural institutes shopping malls and so on Buildings that must be resilient to earthquakes for protection of general public e g hospitals important centres of civil protection and security forces fire 1 4 stations and so on Valid only when placed in the FRG Structures according DIBt calculation recommendations 40 B3 If the German competent authority did not permit any other setting for the worst case in terms of water conservation in the storage of water pollutants the following value becomes valid Value not defined and does not conform to DIN DVS Here you can enter the importance factor for the differing category of importance applicable at the planned location of setup of the tank View Sec 4 3 3 Legal Notice of the manual in this regard For tanks storing water hazardous fluids Y 2 1 2 applies in Germany according to DVS 2205 2 supplement 4 Effect of local subsurface conditions S Geological subsurface classes according to DIN 4149 Subsurface class R Regions with rocky subsurface environment Subsurface class T Transitional area between two regions of the subsurface class U and S as well as areas with relatively flat sedimentary basins Subsurface class S Areas in which there are deep basin structures with thick sedimentary filling Subsoil class according to
47. d at lower end kept in position on top e g by tie rod beam pipe E vertical stiffener kept in position on lower end and top e g by tie rod beam pipe E vertical stiffener fixed solid at lower end and top e g fixed anchored to ceiling and base Es Combination of 2 E E2 vertical stiffener fixed solid at lower end kept in position on top by Horizontal rim stiffener former type E Es vertical stiffener fixed solid at upper end kept in position on lower end e g by tie rod beam pipe Before the construction of the tank you should check in any event if the correction of the calculation according to EN 12573 3 mentioned before is recognised by your customer or the experts involved in your case The number of the vertical reinforcements in cross ribbed tanks equals the number of the required tie rods With this type of construction a minimum of 2 vertical reinforcements are necessary The distance of the vertical ribs to the tank edge must be a maximum of of the panel width Enter the length width height and fill level of the tank and the density of the medium to be stored here Choose the shape of the reinforcement profile which is to be used for the vertical and reinforced edges You have here the choice of U L IPE IPB middle beam IPB L flat bar and rectangular hollow profile For reasons of stability and cost we recommend rectangular hollow profile because these show high stiffness at low weight After c
48. d the environment are possible for example plans or plant parts subject to monitoring and inspection Y 1 2 The following partial safety factors continue to apply for effect of Intrinsic weight filling and assembly Yr 1 35 Pressure wind load and snow load Yr 1 50 Tension lowering intrinsic weights Yr 0 90 Influence of earth quake Yra 1 00 OI Eo Welding processes With the welding processes listed in the programme the following materials contained in the programme can be processed according to DVS 2205 Part 1 Heating element butt welding HS PE HD PP H PP B PP R PVC U PVC HI PVDF f 0 8 Hot gas extrusion welding WE PE HD PP H PP B PP R PVDF f 0 5 f 0 6 Hot gas welding W PE HD PP H PP B PP R PVC U PVC HI PVDF f 0 4 Unwelded N PE HD PP H PP B PP R C 10 If you should verify through the corresponding testing that your welding seam qualities lie above the listed values of the DVS you can thus change the corresponding welding factors in the right factor field by overwriting The liability for such a static lies with the programme user The programme manufacturer assumes no liability in the deviation of the characteristic values from the recommended benchmarks It is recommended that the welding process be entered with each calculation which is actually used in the tank construction and which shows the lowest welding factor V 5 2 Edition 11 7 2014 all older programmes and ve
49. de without guarantee for determining a outside Federal Republic of Germany A Ji A A a r ma 7 I r m er m io Petersburg SNN 4 Quelle http www balkanforum info f37 erdbeben kosovo 131019 index8 html Peak ground acelleration m s 10 probability of exeedance in 50 years 475 years return period see Chap 4 3 3 Legal notice 0 0 2 04 08 16 24 32 40 48 LOW MODERATE HIGH VERY HIGH HAZARD HAZARD HAZARD HAZARD V 5 2 Edition Il 7 2014 all older programmes and versions lose their validity Page 85 10 2 Listing of integrated sheet thickness variants metric imperial metric Basis setup 17 5 mm only if activated in tab basic setup es Sheet thickess in mm thickness mm max tolerance 3 17 4 2 5 23 6 26 8 32 10 38 12 44 15 53 18 105 20 68 25 83 30 98 36 13 41 28 45 43 51 58 56 73 61 88 67 03 72 18 77 33 82 48 87 63 92 78 97 93 103 08 113 38 123 69 133 98 144 28 154 58 Tank Designer Database Basic Setup exit rectangular tanks cylindrical tanks ventilatio ducts ventilation ducts e BSUS mw calculation of calculation of Calculatior ectangular Calculate round German English French Spanish Russian t f calculate TANK n_ V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 86 Imperial Only if activated in the
50. ded joints of thermoplastic sheet sand pipes Requirements in the tensile test Short time welding factor 2203 1 Supplement 2 2006 04 Testing of welded joints of thermoplastic sheets and pipes Requirements in the tensile creep test Tensile creep welding factor 2203 1 Supplement 3 2003 01 Testing of welded joints of thermoplastic sheets and pipes Technological bend test Bend angle ram displacement 2203 1 Supplement 4 2008 11 Testing of welded joints of thermoplastic sheets and pipes Requirements on shear and peeling test for sleeve welding 2203 2 2010 08 Testing of welded joints between panels and pipes made of thermoplastics Tensile test 2203 2 Supplement 1 2010 08 Testing of welded joints between panels and pipes made of Thermoplastics Low temperature tensile test 2203 3 2011 048 Testing of welded joints between panels and pipes made of Thermoplastics Tensile impact test 2203 4 ff 1997 07 Testing of welded joints between panels and pipes made of Thermoplastics Tensile creep test 2203 5 1999 08 Testing of welded joints between panels and pipes made of Thermoplastics Technological bend test 2205 1 ff 2011 04 Calculation of tanks and apparatus made of thermoplastics Characteristic values ncl all supplements 2205 2 ff 2011 01 Calculation of tanks and apparatus made of thermoplastics Vertical round non pressurized tanks icl all supplements 2205 part 2 supplementary sheet 4 draft 2012 0
51. ding are calculated Now the maximum thickness height ratio of 1 8 see Section 0 1 Paragraph Plastic ribs and plastic support plates If you have carried out a calculation of the conical base and the result does not meet your idea e g conical base is too thick increase the number of the segments or lift the conical base height or reduce the distance to the base the steeper the conical angle the thinner the cone and before each new calculation correct the thickness of the base to the desired value and first then recalculate the conical base V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 57 4 3 8 Conical bases with ring support in preparation V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 58 4 3 9 Sloped bases with parallel support in preparation V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 59 4 4 Ventilation ducts 4 4 1 Construction design rectangular f _ A calculate x on a i u close material jut of Input of calculate help and back hermal loading fillingmediur Fi thetan calculate help lt r u A s io a h TEAR i ae f i l gt F In this window you select the construction design as well as the calculation method of the determining ventilation ducts 4 4 1 1 Construction designs A Rectangular ventilation ducts without reinforcements Re
52. ding f gt 0 6 Ifting lug yeS dia of bolt 30 lt no You can determine whether the tank that has to be setup shall be anchored to the ground using claws or not On selecting the option Analysis of the stability in the event of an earthquake from version 5 1 onwards this takes place automatically Enter A the desired width of the claws 70 mm in the front field field 2 remains empty or B the maximum width of claws in the back field the front field remains V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 45 70 mm which you want to use In the corresponding fields the programme suggests the minimum required values for the number 4 and width gt 70 mm of claws according to the rules In case A the programme calculates the required number of claws using the width provided In case B the programme checks whether the required number of claws would be adequate for the selected width range If not the number of claws would automatically rise piecewise Do the claws reach a covering of 50 of the base plate circumference and its amount is still not enough this can be especially in earthquake zone 99 of the case the thickness of the base plate is increased iteratively until the thickness of the lower cylinder thickness for two shelled tanks or bonds type C or Z the thickness of the inner shell is achieved Thereafter the covering area is iteratively increased to
53. ding fillingmedium F formular Input of dimensions and marginal values of the tank m PP B 25 cels degr c 0 9 medium Q Search 1 00 1 00 1 00 1 00 1 00 4 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 1 10 Variable media catalogue With the first installation of the programme th s catalogue does not hold any data The variable media catalogue provides the programme user the option of saving all media including mixtures not contained in the internal media catalogue see following figure Column Ap contains the values which represent the effect of the chemicals on the solidity of plastic Column Az refers to the stability of the material 3 V5 000 11 re TE vA down gt new delete Q help close he part of medium F10 juce d orange Generally the values are identical in both cases Significant differences only occur with solvents You can get the factor chemical resistance by estimating in comparison to already known media by enquiring at your pre product supplier or from the corresponding expert and engineering office Direct input With this variation the input values are not saved in any retrieval database They only remain in memory for this calculation and are thus not retrievable for other calculations commissions See figure on t
54. e moment in height x for the collection container Earthquake moment at the lower edge of section 1 of the collection container Mass of roof load Number of blocks Number of bulkheads Rated value of the global compressive force resulting from the filling in the nozzle Behaviour coefficient 1 5 Subsurface parameters Wall thickness of the cylinder in lower third of the tank Wall thickness of the cylinder at the level of nozzle J Period of oscillation Period of oscillation of the filled tank Period of oscillation of a weightless bending cantilever beam with head mass Period of oscillation of a weightless sliding cantilever beam with head mass Bending deformation of the collection container at level of the nozzle for IN Shear strain of the collection container at level of the nozzle for IN Resistance moment of the open annular cross section Height of the examined section starting from the container base Centroidal distance of the open ring from the cylinder axis Reinforcement coefficient of spectral acceleration 2 5 Attenuation correction coefficient 1 0 Partial safety factor of impact stress earthquake 1 0 Importance factor according to DIN 4149 table 3 referred to as y there Reduction factor for ripples Angular frequency V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 81 8 3 3 Additionally for cylindrical skirt type tanks in preparation V 5 2 Edition 11 7 2014 all old
55. e of 24 days 1 static version You purchase the right to use the software to calculate a static of your choice The calculation and the data print are done in complete scope without any restrictions 24h offer version You purchase the right to use the software for 24h In doing so you can carry out a complete calculation but only print it out for estimations The information on the data printout is enough for the user for the generation of an offer 1 offer version You purchase the right to use the software for one calculation In doing so you can carry out a complete calculation but only printout for estimation purposes The information on the printout is enough for the user for the generation of an offer Please request prices for these possibilities at info tankdesigner com 1 1 Software updates The version designation V A bbb cc e g V 5 000 12 means A Basic version b Development step c Update number New standards directives or innovations are valid on the software basis with Microsoft we offer reworked basic versions or development steps for purchase Additionally we work on fundamental improvements or extensions and offer these in regular intervals as new development steps for purchase see too Sect 7 Information on updates If there are errors bugs in the programme you will receive a free update We thus recommend that you visit our website www tankdesigner com in regular 4 week intervals Here you will
56. e print PDF 100 one and se XPS Page Roa formutar r utt oE me license V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 56 4 3 7 Conical bases with spoke shaped support With this base variation the statics done are not based on DVS directives or EN standards but rather on a calculation method developed by the University of Hanover Tanks with this conical base form have been designed hundreds of times in the last fifteen years and approved by testing institutions Nevertheless you should check with your customer and the responsible testing authority to see if the calculation method listed here will be recognised before manufacturing this type of tank z delete conical base umber of conical segments a i i internal diameter 100 J Sn thickness gon Base height of cone from ground a bar width 15 The following information is needed from you for the calculation Diameter of the inner braces inner diameter Distance of the cone tip from the base ground clearance Distance of the upper conical base edge from the floor height conical base Desired thickness of the cone thick conical base Number of the segments or ribs numbers of cone segments Thickness of the support ribs bar thickness The minimum number is 4 These are designed as supports standing on the base If you raise the number further ribs as stiffeners not stan
57. e required beam too are changed in the new calculation E Tanks with cross ribbing and or tie rods pipes profiles main beam vertical stiffener This additional module Z1 1 allows you to choose out of 6 different variations to fix the vertikal stiffenen in the TD basic version only the until now known variation E E former type 5 6 V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 34 To choose the new mixed design This calculation is the content of module Z 1 1 To calculate the new mix design you choose Design Type E with cross ribbing Mounting El free standing cantilever attached below rigidly top free After the selection of container design TYPE E and E1 you can see a new input field at the free corner of the images to the right You should enter the number of the field up to which you want to have a vertical support Please do not enter the actual length For example 2 not 1200 Then the Tank Designer can optimise and calculate the length allowable deflection carrier height inp 1 aof carier heightlmig 40 sq and rect tubing 80 filling height mm 1800 Length of the vertical stiffener from the base to field NvT 3 The variations E E do have follwoing meaning technical basics E single standing vertical stiffener fixed solid at lower end cantilever arm former type F E vertical stiffener fixed soli
58. e should still be available at the end of the useable life to be calculated The following reliability coefficients are provided I Static load at room temperature and constant conditions In case of damage no hazard of people property and environment is possible S 1 3 ID Load under changing conditions for example temperature fill level In the case of damage risks to people property and the environment are possible for example plans or plant parts subject to monitoring and inspection S 2 0 II Open non DVS 2205 compliant safety factor The value corresponds to a local requirement or standard of another directive e g EN 12573 or has been defined by the program user The liability for this value will be taken from the program user S gt 1 0 The designer has to decide in individual cases which classification applies to the component to be designed If applicable intermediate values may be appropriate We only recommend load type I for tanks used to store water at room temperature The programme manufacturer assumes no liability in the use of III Only for circular tanks particial safety concept The following weighting coefficients are provided IV Static load at room temperature and constant conditions In case of damage no risks for people property and environment is possible Y 1 0 IV Load under changing conditions for example temperature fill level In the case of damage risks for people property an
59. e tank calculation The welding seams must correspond in their force transmitting areas at least to the plate thickness A double fillet weld T joint is ideal weld geometry Tanks with tie rods The number of the tie rods corresponds to the number of the crossing points between circular and vertical reinforcements Here the vertical beams are replaced by the tie rods Please implicitly observe that at the place where the tie rods are attached to the steel beams the steel beam must be adequately reinforced This is done to prevent the tie rods being pulled through the steel beams through enormously high point loads If the tie rods are covered e g with a plastic pipe the cover must be so designed that it can compensate for a length change of the tie rods or movement of the sidewall e g through fill level fluctuation without damages V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 7 0 3 Circular tanks The individual fields of a tank are consecutively numbered from top to bottom Limitations of the main dimensions Tank diameter d lt 4m Ratio h d lt 4 Minimum thickness 4mm Out of roundness The calculations are based on the prerequisite that the out of roundness of the cylinder casing is a maximum of 0 5 The out of roundness is determined according to 2 dinax Amin Men e 100 lt 0 5 diiz dimin If these marginal values are exceeded the existing tank statics are invalid Permi
60. ed by SIMONA AG this E lies around 140 in contrast to a standard PP H In this programme the creep modulus is calculated on the safer side with 125 and according to DVS 2205 1 in contrast to the corresponding standard PP H types SIMONA AG alone bears the responsibility for this All other values remain unchanged and identical with standardised PP H according to DVS 2205 1 and the supplementary sheets Authorised material yes no If the material used for construction of the tanks are semi finished products produced using raw material with authorisation according to the material reference lists of DIBt Berlin please mark this field by clicking on it On basis of their proven properties this material with authorisation provides the opportunity to apply the material partial safety factor yy 1 10 For material without authorisation of DIBt the value yy 1 25 has to be used which might cause some difficulties in calculating certain parameters for component design components are expected be thicker Although the material you are using has been authorised by DIBt please reaffirm this from your semi finished product supplier or manufacturer V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 25 Global safety reliability The reliability to be determined here refers to the useful life of the tank The basis of the calculation according to DVS 2205 Part 1 is that the reliability coefficient given with the load cas
61. eight thus corresponds to the last entered field To simplify the input observe the visual dimensioning of the tank Caution the height gradation of the table has precedence over the total height in the calculation If you calculate a retention tank to a tank which are have designed in duplicate you must adjust the height sradation of the entire height Otherwise the programme calculates with the wrong tray height C Double layer tanks double layer retention tanks The input is done as with B Graduated tanks In the strength calculation verification of strength and in the calculation of the axial stability verification of stability a wall thickness increase factor of C3 1 25 1s however intended This construction design makes the production as panel tanks possible even with higher total wall thickness because the allowable flexural stresses for the individual skins are determined and thus can be more easily met The threshold values for the flexural stress which were established according to the directive based on practical experience collected is provided with a tolerance of 5 This means that e g in tanks of PP H am maximum flexural stress of 0 525 is permitted by the programme Please check before the manufacture of the tank whether or not your testing institute agrees with this exceeded threshold value 4 3 5 Entry of nozzles and access openings If you would like tank braces select Yes in the control panel Braces
62. end Ammount tie rod on the long side of tank lower tank end Ammount tie rod on the short side of tank upper tank end Ammount tie rod on the short side of tank lower tank end coefficient for calculation of deformation coefficient for calculation of wall thickness tensile yield point of metallic stiffening profile permissible stress of metallic stiffening profile partial safety coefficient for material of metallic stiffening profile V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 75 8 2 1 additional for tanks made of twin wall sheets AKehl Bksh Bee DoRrip Eco fai Iyeross Ixaxia Nuxp thgoa thppp thpeckel thpst thegui th thnin thiotar th W yeross W xaxial OXaxial OY cross N mm cm cm cm cm N mm N mm weld thickness of fillet welds based on thyin height of a twin wall width of a twin wall recommended distance of cover ribs under its own weight without consideration of additional transport loads creep modulus calculated from the existing tension permissible deflection based on the total thickness of the sheet area moment of Inertia based on the height of a twin wall in the Y axis area moment of Inertia based on the width of a twin wall in the X axis coefficient of rigidity from the calculation with thegui recommended thickness of a compact solid base plate thickness of the cover plates recommended thickness of a compact solid
63. er programmes and versions lose their validity Page 82 8 4 Additionally for cost analysis th H Hai bis 1 y L Nzs NBH Mv scH Mw scH ME SCH NTE NHE S NAK BI NBH Ms scH NHE S NTE s pos f x HK VK Panel thickness Diameter Horizontal safety section on the upper edge plastic U section Intermittently horizontal safety section plastic U sections Vertical safety sections plastic U sections Total length of a connecting piece Number of blank cuts Number of movements transports of the panels Milling work on the weldseam required for a length of one metre Number of weldseam roots required for a length of one metre Load bearing weldseams required for a length of one metre Number of loading and unloading operations of a welding or bending machine Number of hotplate welds on the container body Number of corners or bends on the container body Number of movements transports of the container body Number of weldseams required for one metre length of the safety section Number of hotplate welds on the safety section Number of loading and unloading operations of a welding machine for safety sections Number of sections that should be fixed and itemised Currency as preferred depends on the entry in the database Production cost Selling expense offer price V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 83 9 Warranty and liability The existing pr
64. ext days Please ask about the current version number which you can find on the current download page see next figure 5 For the installation of a new programme previously not available on the computer Please download the DEMO In doing so it does not matter whether you purchase the complete or demo version a demoversion v5 000 07 update 6 Please fill in all fields completely and correctly because the information given here serves as a license reference 7 Click on continue to start the installation V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 11 8 To start download without saving the software to your computer click on Run as shown in the next picture Recommendation Make a copy of the programme before installation starts click first on Save Normally you will find the setup file TDV_setup exe in the file Downloads Double click on this file Datei ffnen Sicherheitswarnung ChUserss UserDownloads TDY_ setup 1 exe Unbekannter Herausgeber Anwendung C Users User Downloads TDV_ setup 1 exe Vor dem ffnen dieser Datei immer best tigen Diese Datei verf gt uber keine g ltige digitale Signatur die den Herausgeber verfiziert Sie sollten nur Software ausf hren die von Herausgebem stammt denen Sie vertrauen Welche Software kann ausgef hrt werden 9 To start the installation the following window will open
65. f llmamediun formular Input of dimensions and marginal values of the tank 7 ARE NI K e i 450 cee i N re bl al soo 250 KF 5ed 2 400 200 FS me 3f 300 150 F5 ces Datensatz 4 1von3 gt Mh Suchen If you have a different pressure specification you can convert it to Pa using the installed calculator For this just click on the switch symbol underneath the pressure input field The calculator appears see next figure 450 Enter the value appearing before you Calculate now by selecting the corresponding unit fields until the value in Pa appears If you confirm this value with ok the value will automatically be inserted in the pressure field V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 61 Now enter the dimensions of the different duct sizes into the table field In the field 1 Enter the consecutive duct number In the field a i Enter the base side length of the duct here In the field b i Enter the height of the duct here This should usually be 50 of aj 4 4 1 2 2 Rectangular ducts with reinforcing ribs 1 500 25 xl F5 2 400 gt 00 F5 LJ x F5 FS Datensatz 4 4 3von3 I tx Kein Filter Suchen The input is done according to Section 4 2 2 1 Here however the input of the rib distance i into the table field is also required In doing so the reinforcements can be planned as welded on ribs or as flange bars Observe here that the
66. f creep from DVS 2205 1 Creep strength in dependence of time A and temperature A3 Dependence of the reigidity and stability of the service live Reduction factor for the medium in the case of the proof of the strength Reduction factor for the medium in the case of the proof of the stability Influence of temperature on the strength during the calculated service live specific toughness as function of temperature Long term welding factor short term welding factor Total safety coefficient y Thickness of sheets roof cylinder base Total safety coefficient determine of partiela safety values 4 S partial safety concept basic safety value partial safety coefficient for thermoplastic material In accordance with formula Formel Digit of determined equation related to given condition Digit or letter of chosen type of design construction V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 74 8 2 For rectangular tank calculation A B C D P Pmax Pm Pn W Wri ir Wu Ip Wy Iv Wx ist Ix ist ZVL ZVK ZALo ZALu ZAKo ZAKu Ql Os B Bs R Ro Ost YMSt N mm N mm N mm N mm N mm N mm cm 4 cm cm 4 cm cm 4 cm cm 4 cm cm N mm N mm operands stressable cross section of a thread length of tank or of panel lengths and heights of panels assigned to strengthening heights of tank or panel Flange width heig
67. fd anw accdb td _anw accdb Dateityp Database Mi ig Zuletzt besucht Now please search the before integrated file TD_ANW accdb on you server and activate it by clicking to open Tank Designer will automatically create a link to that database and stores it program internal For your orientation the chosen folder file now will be shown in the address field of the start page see upper picture This operation of connection with the server database you have to realize with each PC Notebook that is using Tank Designer 5 software and should have acces to the TD database V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 21 3 5 Installation of language packs You can download language packs directly via the license window from the Internet To do this you need a different password for each available language Those you may either purchase online through our web shop with PayPal payment or through pre payable invoice received from us After receiving your password proceed as follows 1 Start Tank Designer 2 Open the Tab database 3 Open the menu License oe gt 4 Perform the following steps Lizenz _ Please note the order in any case 1 Enterthe related password 2 Tag chosen language 3 Click to dnl behind the chosen language After step 3 Please wait until the download is complete 4 Close the window Tankdesigner V5 200 0 Lizenzneh
68. find the current version designation If there are deviations to your installed version we recommend that you update with a download Please observe here that with modified version designations in Parts A or b the update is subject to a charge with changed designations in Part c it is free of charge 1 2 Consulting Helpline You have questions now and then about tank construction calculation methods directives materials or the like You need support time and again in the calculation of tanks For a flat rate of 185 Euros once a year we are at your disposal at any time with advice and assistance If you are interested in this service please call the telephone number listed Included in the price is one complete standard calculation per year V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 9 2 Register and key assignment g P m J a gt Cn de gt Tank Designer Database black x ww I e ajus Q blue a exit calc lation of calculation of Calcular an of rect duct Calculation of yl duct german english french spanish Russian help rectar gular tanks cylindrictanks andventia on pipes and ventialtion pipes white Fi calculate language colour help Display background color License TAN Database Language button License Calculation FAB NV It is entirely possible to enter data if a window is active If you calculate a
69. g lug Width of the claw Force coefficient according to DIN 10554 Cle C2 Stress increasing factor Material specific design factor Coefficient for the circular cylinder subjected to external pressure loads Nominal inside diameter Outside diameter of the nozzle Whole diameter in the lifting lug Maximum cylinder diameter Minimum cylinder diameter Diameter of the shackle Elastic modulus in the case of short time loading for T C Elastic modulus in the case of short time loading for 20 C Elastic modulus in the case of short time loading for 30 C Elastic modulus in the case of long time loading for 20 C Long time welding factor Long time welding factor for the roof Short time welding factor Short time welding factor for the roof Acceleration due to gravity 9 61 m s Equivalent area load for the nozzles and similar items on the roof Area related weight of the roof Dead load of the bottom Dead load of the roof Total dead load Load of the filling material Snow load Dead load of the cylinder Filling of the tank Filling height of the course 1 Residual filling height V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 71 h hzi hzr Ke vorh Kxa K vorh M d vorh Kia Mw Nz a vorh ZPDK D PD Peu Pxm d Pstat Pmax Ps Pstst i Pu Puk Pus P Piik Pw d P qy Cmax Ra Sa SB SD Sa SM S N mm N mm N mm N mm N mm N
70. ge the choice Medium is a blue background Close the screen page with lt F11 You will find yourself back in the screen which contains the medium and the corresponding calculated characteristic values Now begin the calculation of the tank by leaving this page with gt F12 The programme automatically now begins the calculation of the desired component Internal media catalogue This media catalogue only contains media tested and published by official institutions Deutsches Institut f r Bautechnik The German Institute for Building Technology and Deutscher Verband f r Schwei technik the German Welding Society and the corresponding factors of chemical resistance Unfortunately not all catalogued media has been tested in connection with each possible operating temperature and or each offered material Different factors could thus not be given In these cases we refer to the variable media catalogue The data contained in the internal media catalogue cannot be changed by the user Columns A and Az contain the corresponding factors of chemical resistance Here with a plastic the influence of the chemical can increase with rising application temperature That is why the values are assigned to the corresponding temperatures Depending on the resolution of your screen there can be some shifting of the number runs If a number arrangement is not clear observe the following colour assignments Green PE HD PE 63 PE 80 PE 100 20 40
71. hange over to another language in this window before printing out the data After printing choose the original language again Under the Help tool you will find explanations for several steps of the programmes With the F1 key you can call up the Help tools at any point in the programmes Is currently being revised When calculating rectangular tanks circular tanks round ventilation ducts rectangular ventilation ducts you reach the actual calculation programme By calling up the folder Database you can access and modify the chemicals database Here you can enter a media yourself or check which of your own media are already contained in the programme In the database you can print out all beam shapes and sizes contained in the database with print steel table Process steel table opens the steel table for you for further processing You can enter here your own profile shapes with the corresponding beam sizes It is also possible e g to generate a table with preferred profiles Help in starting display It gives you several tips and tricks for programme use with each new start up of the programme You can switch this help off permanently by clicking on it This function is currently deactivated Close the programme with end V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 23 4 1 2 Commission The window commission serves as a storage system catalogue for calculated tanks s
72. he next page PP B 25 J L medium Testliguid fill out here V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 29 4 2 Rectangular tanks 4 2 1 Tank construction design In this window you choose the later construction shape of the type of the reinforcement system You already decide here whether you can influence the wall thickness C D E or not A B Typical tank construction shapes are A Tanks without reinforcement B Tanks with reinforced edges C Tanks with circular reinforcement D Tanks with yoke reinforcement E Tanks with cross ribbing and or tie rods choose out of 6 diffenrent variantions only with module Z 11 Wahlen Sie die Beh lterart A B C D E Based on long years of experience in tank calculation we recommend the following pre selection criteria Tanks up to a length of approx 500 mm Type A Tanks up to a length of approx 1000 mm and a height of approx 500mm Type B Tanks up to a length of approx 2500 mm and a height of approx 2000mm Type C Tanks from a length of approx 2500 mm with max height of approx 1000 mm Type D Tanks up to a length of approx 4000 mm from a height of approx 1000 mm Type E This recommendation applies as a rough pre selection If wall thicknesses result with certain tank dimensions which do not agree with your expectations please simply choose the next highest construction type and let the programme recalculate
73. hickness of the stiffeners and or the number of the stiffeners until the degree of utilisation is lt 1 As soon as this condition is met the query appears Do not optimise further If you choose this field the programme aborts the roof calculation and continues the total calculation If you do not acknowledge this query you can optimise the roof until the value of 1 1s exactly met You will save material costs in this way 4 3 6 1 Confining pressure stability according to DIN 18800 4 The determination of the coefficient B is done with a replacement cylinder which is determined as followed according to DIN 18800 4 532 Druckbeanspruchung in Umfangsrichtung 509 Dreisch ssiger Ersatz Kreiszylinder Es ist ein gedachter d greischussiger Ersatz Kreiszylinde zu bilden Bild 19 b Seine fiktive obere Schu l nge erstreckt sich Dis zum oberen Rand jenes Schusses des schreitet maximal bis l 2 Die beiden anderen fiktiven Schu l ngen ergeben sich aus Gleichung 54 I Im lo la l 2 ly wenn us 54a l Im ia 05 I lg wenn lt s 54 b Die fiktiven Wanddicken to tm t werden durch Mitteilung uber die fiktiven Schu l ngen bestimmt Bild 19 Kreiszyhnder mit abgestufter Wanac cke a und dreischussiger Ersatz Kreiszylinder d V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 54 After determination of the replacement cylinders the coefficient is determined f
74. hoosing the reinforcement profiles you determine the beam height flange width i e the wall contact surface load bearing surface of the profile Please observe with the pre dimensioning that the steel profile is attached to the upper tank wall as a rule using protective profiles of plastic These plastic protective profiles also serve as corrosion protection The programme automatically inserts the determination of the reinforcement profile height and thickness in the Calculate window V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 35 stiffener material ST 37 2 Input of dimensions and marginal values of the tank shape ofsiifener eq andred tubing allowable deflection carrier height 7 Dr carrier height 60 sq and rect tubing no of fields filling height mm desired wallthickn 1000 0 height mm 1200 6000 length mm material of rod M12 M64 46 7 2650 width mm The programme then asks you to input the distance of the vertical beams in the field Panel width Through this distance you affect the panel size We recommend you enter the number 2000 into the input field at your first attempt see Effect of the reinforcement beam dimensions Effect of the tank wall thickness With this tank construction design you have the possibility to influence the wall thickness Two methods of computation are available for this Calculation
75. ht thickness of metallic stiffener with of tank or of panel elastic modulus of the beam material with plastics corresponding to Ec Elasticity modulus of the choosen stiffener material type of fixation of the vertical stiffenener Calculation value for type of fixarion Force to be taken by the tie rod tie profile maximum allowable deflection force total internal height of tank moment of inertia of edge strengthening coefficient Extruded Aluminum profile of light design thin wall bending moment Coefficient related to type of vertical fixation for Wr Wy Wy Coefficient related to type of vertical fixation for F F taken by tie rod stiffness number of the field of the horizontal reinforcement up to which the vertical reinforcement should extend upwards Count the fields from the bottom up Do not enter the height in mm here excess pressure on tank bottom mean value of excess pressure for calculation of wall thickness mean value of excess pressure for calculation of beam moment or resistance of edge stiffening resistance and geometrical moment of horizontal edge stiffening resistance and geometrical moment of intermediate horizontal stiffening resistance and geometrical moment of vertical stiffening resistance and geometrical moment of choosen stiffening profile Ammount vertical stiffener on the long side of tank Ammount vertical stiffener on the short side of tank Ammount tie rod on the long side of tank upper tank
76. ield height Finite element calculations have shown that due to this in the total system an actual deflection of approx 1 is set The now calculated values for area moment of inertia and resistance moment are multiplied with an additional reliability of S 1 5 In this way the area moment of inertia is higher by a factor 3 times as well as a resistance moment with 3 times higher reliability S 2 1 5 3 as opposed to EN 12573 3 This calculation method was checked by an independent expert using finite element calculations In doing this it was determined that the requirements in EN 12573 3 with regard to the max deflection is met here Before the construction of the tank you should check in any event if the correction of the calculation according to EN 12573 3 mentioned before is recognised by your customer or the experts involved in your case The number of the vertical reinforcements in cross ribbed tanks equals the number of the required tie rods With this type of construction a minimum of 2 vertical reinforcements are necessary The distance of the vertical ribs to the tank edge must be a maximum of of the panel width V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 33 Input of dimensions and marginal values of the tank shape ofstiffener sa andrect tubing x carrier height mm 40 sq and rect tubing M filling height mm height mm 1000 A000 0i mm
77. ility for the corresponding static lies with the programme user The programme manufacturer does not assume any liability for deviations from the characteristic values of the recommended standard values Now enter the operating temperature or the operating temperatures and the duration period in at which these temperatures occur Please note that the total period must be exactly 100 The programme determines your information on the useable life duration in hours h With several temperatures the programme determines the mean operating temperature and the material strength according to the Miner s rule see too Section 0 1 If you forget to input the life time duration a warning appears which now pops up repeatedly You can leave this routing by deleting the last two entries with the Esc key poss press several times V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 21 4 1 5 Fill medium In this window you determine the chemical load of the component to be calculated First choose between the internal or variable media catalogue Explanations on this in the following Section By activating the gt F4 key you go to the corresponding catalogue By entering the name or the first 3 4 letters of the medium needed and then pressing the Enter key the programme searches for the desired chemical If the medium needed is found you must move the mouse to the corresponding medium to acknowled
78. ing pressure Overpressure at the tank bottom due to the filling medium Auxiliary variable Snow load on the roof Overpressure per lower edge of the graduation duo to the filling medium Continuously effective external pressure or internal partial vacuum External pressure or internet partial vacuum effective for a short time Partial vacuum due to wind suction Continuously effective internal pressure Internal pressure effective for a short time Auxiliary variable Auxiliary variable Auxiliary variable Impact pressure on the partial area A Maximum impact pressure at the tank Radius of the cylinder dimensioning value of the stresses Executed wall thickness of the basic component Wall thickness of the bottom Wall thickness of the roof Dimensioning value of the stresses Wall thickness of a non graded cylinder due to under pressure Wall thickness of the lifting lug V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 78 PF OG vorh Od vorh Okd Okid Ow Grad g cm g cm N mm N mm N mm N mm N mm N mm Wall thickness of the cylinder Wall thickness of the lowest course Statically required wall thickness resulting from the longitudinal stress Statically required wall thickness resulting from the ring tension Statically required wall thickness of the lowest course Mean wall thickness of the cylinder Wall thickness of the highest course Wall thickness of the cour
79. ite The tank body is moved from the welding machine to the welding site or from one welding site to the next The finished tank is transported out of the hall 4 5 2 The databases The databases can be found at Database master data cost analysis Here the following databases are stored with the following units for the input values Butt welding HS min Bending BI min only possible for PVC PVC C Angular welding AK min only possible for PE PP PVDF Extrusion welding WE m min Automated extrusion welding A WE m min Hot gas welding WZ m min Straight blank cuts min Milling chamfering cutting m min Internal logistics min TIP If you have 2 or more staff on duty for some operations then you simply double or multiply the relevant time You may also apply this when one employee works e g only half the time as one hundred percent of other staff then take the time to be entered simply times 1 5 Panel prices kg Wire prices kg V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 64 Connecting piece prices piece Safety section U prices m Special accessories prices piece Prices of rolled laminated tube kg Prices of extruded tube not activated yet Clamping claw prices not activated yet Anchor bolts prices not activated yet Square pipes m Edit steel table m or kg m These databases can be supplemented arbitrarily by you Namely you can for example cre
80. iter Check the box by clicking on the square box and then on continue If you do not accept the Microsoft terms the installation is aborted V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 14 14 Now several installation pictures follow in passage After completion of the installation the following remark appears alll Microsoft Office Access Runtime 2 S Die Installation ist abgeschlossen Click on ok Now zip files are unzipped When this is done the following window appears 15 Click continue gt Information Lesen Sie bitte folgende wichtige Informationen bevor Sie fortfahren Klicken Sie auf Weiter sobald Sie bereit sind mit dem Setup fortzufahren Alle erforderlichen Dateien wurden installiert Sofern Sie nicht zu einem Neustart Ihres Systems aufgefordert werden k nnen Sie Tankdesigner jetzt im Anschluss gleich starten Wichtiger Hinweis Das Programm ben tigt mindestens 1440 x900 Bildpunkte bei 96 DPI kleine Schrift Vielen Dank dass Sie unsere Software einsetzen 16 At the completion of the installation the following picture appears stone E Beenden des Tankdesigner Setup Assistenten Das Setup hat die Installation von Tankdesigner auf Ihrem Computer abgeschlossen Die Anwendung kann ber die installierten Programm Verkn pfungen gestartet werden Klicken Sie auf Fertigstellen um das Setup zu beenden
81. ives 2207 T 1 T 2 T 3 T 4 T 4 Supplement T 11 and DVS 2209 T 1 is implicitly recommended As an alternative the recommendations of the relevant pre product manufacturer are available Machines and equipment A prerequisite for the achievement of the best processing results are machines which correspond to the quality demands of the DVS 2208 T 1 and T 2 Components and construction related inspections Before a tank calculated with theoretic characteristic values and designed mostly for the storage of environmentally hazardous liquids is introduced to its intended purpose it should be subject to thorough testing It is recommended that during the production processing samples such as e g welding samples be prepared These should be subject to a quality assessment according to DVS 2203 T 1 T 2 T 3 T 4 and T 5 For finished products an optical examination is recommended according to DVS 2203 Part 1 which however is only carried out by experts trained in this Furthermore a density and stability inspection using water filling is recommended on the finished tank Intermittent temperatures When inputting to a temperature field i e from several operating temperatures the useable life to be expected is determined by the programme by the addition of the damage rates according to Miner The calculation of the useable life is done here according to the calculation processes for cumulative damages according to DIN EN ISO 13760 Miner s r
82. l fl r ck Beim Auswerten einer Funktion eines Ereignisses oder eines Makros trat m glicherweise ein Fehler auf Hilfe anzeigen gt gt Datensatz 4 1von3 gt Hb Wk Kein Filter Suchen V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 20 3 4 Integrate Tank Designer in your network Presubposition to use this network funktion is that you have pruchased the key for additional module N 0 1 First open following folder in your windows explorer C user publik Tankdesigner Please copy the file unsing right mous button the file TD_ANW accdb Insert this file into your expected folder e g on your server To realize the connection and data exchange with this file Tank Designer database on each PC used for Tank Designer please start the Tank Designer programm once and click two times on the menue folder button Database see next picture Suchen in r Tankdesigner A A Name nderungsdatum a backup 29 09 2012 13 04 Dateiordn a Copy 23 03 2012 10 57 Dateiordn a ad Help 28 09 2011 17 34 Dateiordn Desktop J td_prog 8 05 09 2012 14 24 Dateiordn a El rep accdb 03 10 2012 16 42 Microsoft E td_anw tb 02 10 2012 accdb 02 10 2012 08 15 Microsoft Bibliotheken td_anw accdb 03 10 2012 16 42 Microsoft N A td_anwSP accdb 19 09 2012 18 26 Microsoft ra Eltd_prog accdb 02 10 2012 15 47 Microsoft Computer a open Netzwerk Dateiname
83. lar mission overview 1000 TAN 515154103475525 04 09 2013 12 56 44 Statik 1 Jahr Test mix Berechnung 2000 TAN 5454154103475535 04 09 2013 12 56 44 Statik 1 Jahr TEST K 20013 1 Tag 2500 Enter 1 name of your commission Choose anything you will remember Move 2 continue to insert data click onto enter data vou calculate amp x AV a de close up down enteranew delete co enter help and back commission commission commission data Fi formular Commission overview TANK z project or drawing number or any name 0 0 0 TAN Choose 3 select a started TAN each TAN is valid for one year Move 4 continue to insert data click onto assign TAN V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 89 Tankdesigner v5 000 1 assign TAN 50 00 9049 47 40 44 a 0 9949 47 40 44 eo UY AUTA 17 40 24 Click to one of those finally click here assign TAN Choose basic design of the tank A click onto expected design see chapt 4 2 1 Please specify the type of construction Messssssssssssssssssssssssssesssssssessssssesssesssesssssssssssssssssssssssssssesst If you have chosen type E and purchased module Z 1 1 following window will pop up instead B V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 90 W hlen Sie die Beh lterart
84. late Basic Setup e Ral kk 50 close Select your tank material durabilityand Input of Cost calculate pg and back type of tank dimensions thermal load filling mecium analysis formular I Insert the dimensions and select the supporting n calculate mi durability and thermal load Ignore only used for calcualtion by hand Aver temp cels degr 0 calculate mm long term value miner 0 0 87600 o 0 0 0 Choose 5 select a database see chap 4 1 5 only internal database comes including data V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 92 Choose6 filling liquid see chap 4 1 5 Lott E NOM aiculate Basic Setup oe KAI ELKEO close Select your tank material durability and Input of Cost calculate help and back type of tank dimensions thermal load filling medium analysis Fi formular Insert the dimensions and select the supporting system calculate help search in internal or changeable database Input of filling medium Construction mat PP Alpha Plus 60 cels degr internal database ns changeable database G a direct input medium PE HD 63 80 100 PP PVC U PVCC 20 30 40 50 60 80 20 30 40 50 60 80 95 20 30 40 50 60 20 30 40 50 60 70 80 95 1 3 o 1 SE 20 30 40 50 60 80 100 120 A2 A21 Choose find the liquid by its chemical name only internal databa
85. lculate In the field Calculate the resulting recommended wall thicknesses which were calculated are tabularly displayed according to corresponding panel delivery programme The calculation is done according to DIN 4071 for PP H or 4076 for PVC U The calculation of lines from other materials is done based on DIN 4071 4 4 4 Print The result of the calculation can be printed with the F6 key V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 63 4 5 Cost analysis 4 5 1 Basic information The cost calculation is based on the values calculated from the respective tank the settings you have made in the dashboard to set up the tank and from the data that you have entered in the database The module of cost analysis determines the necessary materials and work steps from these data and multiplies them with the material and working speeds and working hours that you must store in the database The more accurately you determine and enter them the more accurate is the calculation result The program manufacturer made the assumptions or specified the conditions as follows 1 The cost per working hour is based on the calculated average hourly rate This is calculated from total cost purchase of goods productive working hours 2 The processing rules according to DVS guidelines and all other applicable guidelines and standards apply 3 The calculated technical data of the tank are implemented consistently
86. le in this materials from chart theoretically from chart theoretically geometrical moment of inertiacm resistance moment cm Certainly we offer you the possibility to add new profiles into the database or to delete non aceesable with button delete F9 To add profiles following steps Please chose type of profile System Profil AL extrudet e g ITEM or Bosch Please add the profile dimension into the related fields The programm will calculate the theoretical moments not with system profile Please add the calculated values into the field Ix given oder Wx given Alternative add the values from chart given by the profile supplier most times 1 2 higher Please tag only those material you are realy able the purchase the profile Leave the data base by clicking onto close The changes will be automatically stored V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 39 4 2 6 Tanks made of hollow core panels twin sheet Preparations for program users 1 Please enter the hollow core boards that you use for construction in the HKP database The technical data relating to the boards is collected and stored here Information on the thickness of sheets and cover boards and chamber dimensions is available from the manufacturer Following types are possible to use Type X Type Il Y Y y TELL y y y Y Y thoor ITTT tw thooe E TULL Itm as l Bker thost Ber tho
87. lines are trained accordingly and document the production correspondingly Basis rule 4 Statics provided using these calculation programs can only be considered valid after the entered application data e g dimensions temperature life expectancy composition of the filling material influence of the filling material welding process material setup conditions and required level of safety correspond exactly to the application that has to be fulfilled by the product under analysis Basic rule 5 The responsibility of certain legal areas e g construction law water rights occupational reliability law etc is to be observed The existing programme is based on the publications of the Deutschen Verbands f r Schwei technik e V D sseldorf German Welding Society and the European Directive EN 12573 The directives of the DVS as well as the European standards EN which were not mandated apply only as recommendations i e these are not normative These publications were prepared by a group of experienced experts serving on a voluntary collaborative team The user of Tank Designer must examine to what extent the contents of the corresponding directive recommendation applies to his particular case and if the version available to him is still applicable Apart from that the guarantee and liability conforms to the provisions of the law Each programme user is obliged to examine all information on the tank statics for correctness using the rele
88. lso have the options of V from D and H Fill volumes from diameter and height as well as D from V and H Diameter from fill volumes and height B Graduated tanks graduated retention tanks Input of dimensions and marcia rE nozzle a nee 2 yes ae sc 1 1000 DE 2 2500 XL F5 dekte 3 4000 PRLS geite mi a 0 DK F5 geite 1350 height mm 4000 lis 4 density g cm 3 1 00 diameter mm Five 5 1 18 volume m Datensatz 4 4 4von4 bl i i Suchen 0 00 filling volume V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 51 Input here the diameter the fill level of the tank and the density of the medium to be stored The fill level is to be so determined that the theoretical fill volume is a maximum of 95 of the possible tank content Now select the number of bands and the height of the band which are to be implemented as wall thickness offsets The input of the band height is done according to standards from the upper edge to the base or to the respective wall thickness offset For reasons of rationalisation and cost we recommend that the band height is graduated in the panel format 1000 mm 1500 mm or 2000 mm Enter first the number 1 for band 1 and then the height of the first band of the tank tabularly in the input field Repeat this for other band The individual bands are thereby to be entered cumulatively 2 band height 1 band plus 2 band etc The total h
89. lting from the wind load V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 79 8 3 1 Din fsp fsb Pr Bs ED 8Steife hs Is vorh 8 3 2 bei Hoa N mm N mm m s m s m s N m s m s mm Additional for flat roof calculation Width also bearing load Long time welding factor for the weld of the roof plate Short time welding factor for the weld of the roof plate Coefficient for roof calculation Coefficient for roof calculation Area load resulting from dead weight of the roof plate Uniformly distributed area load resulting from stiffeners and bulkheads Height of the stiffeners Moment of inertia Buckling value Effect on the roof Dimensioning value of the short time effects on the roof Dimensioning value of the ling time effects on the roof Equivalent load for a short time Bending moment Number of stiffener and bulkheads Wall thickness of the stiffener Distance away from the center of gravity Poisson s ratio Dimensioning value of the compressive stress Dimensioning value of the compressive stress in the roof plate Additionally for earthquake safety analysis Ground acceleration Horizontal ground acceleration Vertical ground acceleration Horizontal force component of ground acceleration Cross section area of the open annular cross section Shear area of the replacement beam Shear area of the section 1 in collection container Width of the blocks Ho
90. mer Firma FAB Consult Firma Thomas Bauer Stra e In der Fr cht 17 Ort 56858 Altlay Tel 49 6543 980113 2 BE Fax 49 6543 980115 I XXXOOOYYY Prog Nr IN95000 1 al dni PL dnl Z Si oe TR dni Schl ssel Vollversion TAN Hn Cani NL E C DEMO Version Z Rechteck W Verst Tr V Kostenanalyse 4 Z RundRohre Z Rechteck Rohre u V Erdbebensicherheit 4 Network V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 22 4 Tips and tricks for programme application This Section provides the untrained tank designer with tips and tricks which will simplify the generation of a tank static You can find information on the use of the function keys in Section 3 Function key assignment Information on general key assignment and use of the windows switch strips and input fields can be found by clicking on the online tool F 1 4 1 General 4 1 1 Launch window Tank Designer Datenbank x ay iy DF ng von glattwandigen deutsch englisch franz sisch spanisch russisch 7 Hilfe L ftungsleitungen Programm Berechnung von Berechnung von Berechnung von beenden Rechteckbehaltern Rundbeh ltern L ftungskan len berechnen Berechnu runden You can change the language at any time In order to get a data printout in another language it is possible to enter the data in German or another language and c
91. n 11 7 2014 all older programmes and versions lose their validity Page 19 5 After you have filled in the License number fields and deactivated the box in the demo version please make a copy of your desktop screenshot gt Press CTRL print on your keyboard and send this copy to the following e mail address info tankdesigner com We establish the programme key from this and send it to you via e mail Enter the key as shown in the programme key and close the window with OK Alternative Call us at 49 6543 980113 We will then ask you for the requested figures and tell you the key over the telephone 6 This licensing process from Section 3 must be done for each computer on which Tank Designer will be used In this case the following error message will appear after clicking on Result cay berechnen x E 249 4 4 lud Ea Schliessen BehaltermaBe Ergebnis berechnen Hilfe deutsch englisch franzosisch spanisch russisch Fi und zur ck Formular berechnen Sprache Sie haben als Einstellung der Ereigniseigenschaft den Ausdruck Beim Klicken eingegeben Dieser Ausdruck hat einen Fehler Gaa Cer verursacht Die Aktion OpenReport wurde abgebrochen 2100 00 10 29 1028774181 3100 00 1842 184211613 0 00 0 00 Der Ausdruck gibt m glicherweise weder den Namen eines Makros noch den Namen einer benutzerdefinierten Funktion noch Ereignisprozedur zur ck be
92. nt local authorities or engineering office or to take them from a standard or directive applicable at the installation site V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 48 Earthquake scales Orientation guide without guarantee If the relevant institutions cannot provide you with information regarding the expected ground acceleration at the installation site of the tanks we will provide you with an orientation guide here for which we cannot make any guarantee however The following table provides an overview of the of different intensity levels according to the Mercalli Sieberg scale magnitudes according to Richter and the ground acceleration achieved The data concerning the average ground acceleration relates to solid surfaces and may vary depending on the source of disturbance The unit g corresponds to ground acceleration 9 81m s In the green background you will find the data which is technically important here for the analysis Beyond the Mercalli scale VII Richter scale 5 5 we recommend setting up roof loads e g agitators separately from the tank separate stand since otherwise the earthquake moment calculated would be too high According to our experiences a tank will become unaffordable in such a case or it will no longer make sense to set it up Intensity on Magnitude Ground Ground the Mercalli according to acceleration acceleration Effects scale
93. ntion tank and its height is determined by the programme Even the required tank wall thickness and weight are acquired for the buoyancy calculation u ea 30 calculate gt j x w u A h a close Selectyour Input of rooftype tank bond conical earthquake material te Input of and back type of tank and location of tank dimensions base safety thermal loading fillingmediun formular Input of dimensions a narginal values of the tank E has retention tank LI is retention tank create retention tank bond for tanks V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 42 calcurate x O B close Selectyour Input of rooftype tank bend conical ear and back type of tank and location of tank dimensions base formular nput of dimensiot s and marginal y C has retention tank is retention tank go to retention tank bond for tanks WAV Rathenow AW diameter gt 24 9 volume m 21 3 filling volume By clicking to retention tank the programm will create such bond After that you may jump between tank dand retention tank at any time to change data here or there Hence first finish to calculate a tank whichis intended to be the basis for the retention then create the retention itself V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 43 4 3 2 Entry of the roof design and the installation location In this input window
94. ogramme is based on the publications of the Deutschen Verbands f r Schwei technik e V D sseldorf German Welding Society and the European Directive EN 12573 The directives of the DVS as well as the European standards EN which were not mandated apply only as recommendations i e these are not normative These publications were prepared by a group of experienced experts serving on a voluntary collaborative team The user of Tank Designer must examine to what extent the contents of the corresponding directive recommendation applies to his particular case and if the version available to him is still applicable Apart from that the guarantee and liability conforms to the provisions of the law Each programme user is obliged to examine all information on the tank statics for correctness using the relevant standards before manufacturing a tank If errors exist in the calculation these are to be reported immediately to the software manufacturer No liability is assumed for damages which result from erroneous entries by the programme user For errors in the software resulting from improper transport or faulty installation or a faulty PC no liability is assumed For errors which are caused by computer accessories or TAN files no warranty will be honoured V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 84 10 Attachment 10 1 Orientation guide Earthquake zones in Europe Mediterranean region Orientation gui
95. on tanks with consistent wall thickness Innit AF Hlimaneinne aned Marne el i a ze enterdata 1 00 i 118 fas 0 008 Input here the diameter the fill level and height of the tank and the density of the medium to be stored The fill level is to be so determined that the theoretical fill volume is a maximum of 95 of the possible tank content Volume calculator 1 Lt 0 00 In the lower left area of the field Input of the dimensions and marginal values you will find the volume calculator button with the data for the total volume and volume When you click on this button with the mouse the following window appears V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 50 H of D and V VofDandH D of V and H height Pam 1500 volume m wos Ain RE transfer data diameter mm 7 filling volume 0 00 cancel For example enter the tank diameter and the desired fill volume and click on the field H from D and V height from diameter and volume the volume calculator automatically calculates the fill level the entire height and the total volume of the tank You can of course adjust these values to your desired data by simply overwriting the listed number If you now click on the field Transfer data the selected values automatically are transferred into the Input of the dimensions and marginal values window You a
96. onsecutively the number of reinforcements with Calculate Calculation of the wall thickness with the specified number of fields Enter the in the field number of fields the desired number of the reinforcements incl reinforced edges In the field target wall thickness keep the number 0 or delete it The programme will determine the required reinforcement number mathematically which is needed to reach this wall thickness The programme shows consecutively the number of reinforcements with Calculate In both cases the wall thickness is optimised by the shifting of the beam positions This can lead to the desired wall thickness being overshot in the calculation for target wall thickness D Tanks with yoke reinforcement The vertical reinforcement beam is calculated as a device between firmly clamped and suspended rod with one sided firm clamping according to EN 12573 3 This means that the vertical beams too must be fixed to the lower fixing point e g welded design It should be so sized that its theoretical deflection does not exceed the upper end of 1 of the tank height Because practical experience has shown that the calculation according to this directive does not meet the given value for the deflection in every case the following reliability which exceeds the directive is included in the calculation until the submission of new knowledge or directives The permitted theoretical deflection is limited to 0 5 of the upper f
97. ottom WE A WE WZ Vertical safety section weldseams Fillet welds left right WE A WE WZ Weldseams for cover reinforcement Fillet welds left right WE A WE WZ V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 67 Weldseams for bottom part reinforcement Fillet welds left right WE A WE WZ Weldseams for full lining All work steps possible Weldseams of connecting pieces or manholes Fillet welds WE WZ or sleeves paddings HS To calculate the production cost or the offer price you have the following additional charge variables Percentage safety margin on HK is calculated as the additional charge on the HK Thereupon percentage additional charge for income on HK is calculated as the additional charge on the HK Thereupon additional charge for discount is calculated as a deduction from the VK Additional charge for labour cost Additional charge on all labour cost total Additional charge for material expenses Additional charge on all material expenses total Add material surcharge for offcuts Serves as lump sum surcharge on panel material 4 5 4 Optimisation of rectangular tanks by cost If the program has determined the technical data for the tank it shows you the production cost in the Result window Alternatively you can view cost details also below Print cost analysis Now change the design type of the tank or the number of fields or the material or you can immediately see the ch
98. owing Before doing so please make sure If your PC laptop is part of a network For this activation the relevant computer must work in the Administrator mode 1 Start the programme by double clicking r Wanlielzitjuc 2 Then click on Database _ D tank Det our Deizosse x wot rustenos crehoutetion cf Carsten sre t Ceqaticne cy cur german engliti ferra spanlsn Roaslar rectargusrtencs Qfindr lt tsrks andvenmnetion oie siye Tirto oe ct ote language Database V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 18 3 Click on License IC n gt j Tank D r gas Datzosse J S 24 Be Jar orint steel corr brerse TAM Ist eststase sirterer dat sceeitstic erie dace ice1s new IAN bist License 4 Please fill in this field as displayed and deactivate the demo Tankdesigner V5 110 02 company company street town Tel key license holder FAB Consult Thomas Bauer Inder Fr cht 17 sm 6858 Altlay 49 65543 980113 49 5543 980115 IN95000 621 535 fill in key here O DEMO Version Maa Rechteck Rund RundRohre Rechteck Rohre SSeS E earthquake safety must be filled out completely stated in the invoice requested numbers Werst Tr ag purchases modules only p a al Network Please enter a maximum of 21 characters per field as license holder V 5 2 Editio
99. printing reports structural analysis V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 41 4 3 Circular tanks 4 3 1 Tank construction designs In this window select the later construction shape or type of overall structure You already decide here whether you can influence the wall thickness B C or not A Typical tank construction shapes are Select your type of tank tank A A Tanks with consistent wall thickness B Graduated tanks C Double layer tanks Based on long years of experience in tank calculation we recommend the following pre selection criteria Tanks up to a height of 3000 mm and a diameter of 2000 mm Type A Tanks up to a height of 3000 mm and a diameter of beginning at 2000 mm Type B C Tanks from a height of 3000 mm and a diameter of 2000 mm Type B C This recommendation is only a rough pre selection If during tank dimension determination wall thicknesses do not meet your expectations please choose another construction design and allow the programme to recalculate The option to calculate a retention tank is to tag Tank with bond in the window input of rooftype and location of tank After entering all data in this window click to bond retention tank The programme will then ask you to create a retention tank Now the programme takes over all the baseline data Due to the now acquired tank data the minimum required diameter of the rete
100. reinforcing ribs first exert influence on the wall thickness when their distances become smaller than the width of the ventilation ducts The programme asks you here for the intended rib thickness and then calculates automatically the required rib height This is so dimensioned that the ribs can be seen as solid outer edges between the individual pipe sections 4 4 2 Round ventilation ducts f 3 z eed calculate x pa s close material tof put of calculate help and back therma iding fillingmediun Fl Pi 4 1000 EIFS cer 350 a aoe 2 750 XL F5 delete l ze 3 500 RFS gee 4 400 XL F5 geire 5 AF5 geie Datensatz 4 1von4 gt Pl be N Suchet V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 62 First enter the pressure as Pa If you have a different pressure specification you can convert it to Pa using the installed calculator For this just click on the switch symbol underneath the pressure input field The calculator appears see next figure Enter the value appearing before you Calculate now by selecting the corresponding unit fields until the value in Pa appears If you confirm this value with ok the value will automatically be inserted in the pressure field Now enter the dimensions of the different duct sizes into the table field In the field 1 Enter the consecutive duct number In the field dG Enter the diameter of the duct here 4 4 3 Ca
101. rizontal force of the upper nozzle Eccentricity of section 1 Reduction factor of eccentricity Ground acceleration Shear modulus for short term stress at T C Height of the replacement beam Height of the axis of the section jJ Horizontal force in the block Total horizontal force resulting from the earthquake Horizontal inertial force resulting from the filling Total height of the tank Horizontal inertial force from Ga Horizontal force in the bulkhead Height of the upper nozzle measured over the container base V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page SO I Iw kr I10 Isch Mera Mera B Mera B i Menai Mra Mera w Mera w i Mk NBlo Nsch F llung Nea T Bieg mk Ir T schub mk Wbieg W Schub Wr X Zs Bo n YF4 VIE Nmm Nmm Nmm Nmm Nmm Nmm Nmm kNs2 m l s Moment of inertia of the replacement beam Moment of inertia of the section 1 in collection container Concentration factor according to the supplementary sheet 7 Length of the blocks Length of the bulkheads Earthquake moment in height x for tanks without collection container Earthquake moment in height x for tanks n the collection container Earthquake moment at the lower edge of section 1 of the tank in the collection container Earthquake moment at the lower edge of section 1 of the tank without collection container Earthquake moment in height of the support J Earthquak
102. rom the following diagrams Bs Se omer rte pg 1 25 100 0 75 0 50 thir mow Pe o a Bild 20 Beiwert 3 zur Ermittiung der idealen Umtangsdeulspannung eines abgestuften Kreiszylinders The programme does this determination automatically V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 55 4 3 7 Print calculation report E ante Xow also have the x ES ao ausu option of opening a niota ser N sult calculate ig german english french spanish ae menu with the function J tomar 4 key Print in which the reports are listed in T A N K the very detailed points la pee Result Verification of rigidity Calculation of base roof lifting lugs oben RE braces Stability 2600 00 Avo verification Production draft 4 a of basg o fno yates Appendix and P5 view Estimation It is here possible to output the statics in detail with the complete calculation method on the screen printer right next to ST Stability Y production draft arthquake safety sun 8 OF the corresponding en Iit ee point A new window p will open when Result viewing the documents Datensatz M lt 2von3 MH Wk Kein Filter Suehen With the function key Printer all selected parts are printed out On the chosen printer Alternativ save the reports as PDF or XPS file ea F008 clos
103. rroneous lines with the mouse and delete these with X or DEL on your keyboard 13 No panel thickness can be calculated for the required wall thickness and no information can be made on the maximum base area 14 The creep modulus is only determinable to the above temperature for this material Change the temperature or use a different material 15 The thermal load is too high for this given material Change the temperature or use a different material 16 In the DEMO version only up to 350 mm is permitted The value is automatically corrected 17 The ratio of the fill level for the total height results in fields which are not loaded by the fill medium Please change the number of fields to the above value 18 Readjust first heights Please choose again ay and correct the beam distances to the tank height Optimierung 19 The larger side must be defined as length Exchange length and width 20 The fill level must be smaller or be the same as the height Is automatically corrected V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 69 21 After clicking on Result the following error message will appear i Koay berechnen x E 23509 4 4 us Ei Schliessen Beh lterma e Ergebnis berechnen Hilfe deutsch englisch franz sisch spanisch russisch und zur ck Fi Formular ey berechnen Sprache Sie haben als Einstellung der Ereigniseigenschaft den
104. rsions lose their validity Page 26 4 1 4 Thermal load useful life _ 3 temperature period in period in h period in years a Aea a TEE a a E TS H A Lo u Initially the programme asks you to enter the desired useful life in years The following listed theoretical design time periods is available according to DVS directives We recommend the use of the offered useful life for the following application areas 0 25 years Retention tanks load case filling 10 years Process tanks and retention tanks for process tanks 25 years Storage tanks plants and plant parts subject to monitoring and inspections retention tanks for storage tanks Retention tanks are always designed according to basic guidelines for the same period as the associated tank Only the strength calculation verification of rigidity is done in cases of leakage load case filling over a period of 6 months 0 5 years We recommend that you choose the same useable life for retention tanks as with the associated tank in the programme The programme automatically calculates the verification of rigidity for a period of 3 months The programme additionally offers calculations for the periods of 0 25 0 5 2 3 etc years which however do not meet the German directives and laws The programme user must here decide himself if he should deviate from the legal provisions and laws of the Federal Republic of Germany with regard to the warranty and liability The liab
105. s and panels made of PVC U 2207 14 ff 2009 04 Welding of thermoplastics Welding by bending using a heated tool for panels made of PP and PE 2207 11 ff 2005 12 Welding of thermoplastics Heated tool welding of pipes piping Parts and panels made of PVDF 2207 11 ff 1989 10 Welding of thermoplastics Heated tool butt welding Welding of casement sections made of PVC U 2208 1 ff 2007 03 Welding of thermoplastics Machines and devices for the heated tool Welding of pipes piping parts and panels 2211 2005 04 Welding of thermoplastics Welding filler Marking requirements and tests 2212 1ff 2006 05 Qualification testing of plastic welders Qualification Test Groups I and II WF WZ HS HM HD WE 2212 1ff 2006 05 Supplement Qualification testing of plastic welders Qualification Test Groups I and II Planned monitoring of the certified plastic welders according to 2213 2010 12 Specialists for plastic welding 2213 2010 12 Supplement 1 Qualification testing regulations for the qualification test to become a Specialist for plastic welding 2214 1996 08 Regulations for the examination of the specialist for plastic welding 6 2 W Beitz K H K ttner Dubbel Taschenbuch fiir den Maschinenbau 14 edition Springer Verlag Berlin Heidelberg New York 6 3 SIMONA AG Product information fabrication of semi finished products Edition 11 92 SIMONA AG Teichweg 16 55606 Kirn Nahe 6 4 Deutsches Institut fiir Bau
106. se 1 Wall thickness of the upper course of the equivalent cylinder Mean ambient temperature Mean roof temperature Mean roof temperature for the summer load case Mean media temperature according to Miner see DVS 2205 1 Mean temperature of the bond wall Mean temperature of the cylinder wall Permissible out of roundness Filling volume Weakening coefficient Tolerable lifting path Wind load Number of anchors Auxiliary value Pitch of the roof Coefficient Coefficient Coefficient to determine A gt Coefficient for the calculation of the bottom Coefficient Coefficient t f r die Dachberechnung Tolerable edge fiber expansion Utilization of the axial stability in course 1 Utilization of the shell pressure stability Partial safety coefficient of the effect stresses Weighting coefficient depending on the loading type Partial safety coefficient of the resistance stress ability Angle of the roof in relation to the perpendicular Coefficient for the shell pressure stability Density of the material Density of the filling medium Compressive stress on the diaphragm resulting from the dead weigth Dimensioning value of the crucial compressive stress in the conical roof Dimensioning value of the crucial axial compressive stress in the course 1 Dimensioning value of the critical buckling stress in the conical roof Dimensioning value of the critical axial buckling stress in the course 13 Compressive stress on the diaphragm resu
107. se comes including data Tankdesigner 200 0 enter first letters of liquid then press enter rer FE aose search hydro E medium chemical formula conc PEHD20 PEHD30 PEHD40 PEHD50 PEHD60 PEHD80 PP20 PP 1 1 1 Trichlorethane CH3CCI3 TR E 1 3 5 Trimethylbenzene C8H3 CH3 3 100 1 11 1 11 1 11 1 11 1 11 1 11 4 toluenesulphonic acid CH3CH6H4SO02Cl TR 6 Hexanol chlorine 1 HO CH2 6 Cl TR Acetic Acid CH3COOH lt 80 1 6 1 6 1 6 1 4 1 4 Acetic Acid CH3COOH lt 60 1 2 Pra 1 2 1 4 1 4 Acetic Acid CH3COOH lt 50 1 2 1 2 1 2 1 4 1 4 Acetoacetic ethyl ester CH3CO CH2 COO C2H 100 1 1 1 1 1 1 Acetoacetic methyl ester CH3CO CH2 COO CH3 100 1 18 1 18 1 18 1 18 1 18 1 18 Air N2 02 100 1 1 1 1 1 1 1 1 alkaline solution 100 2 2 2 2 2 2 Alum Me l Me lll sulphate 1 1 1 1 1 1 1 Aluminium chloride AI CI3 lt GL 1 1 1 1 1 1 1 Aluminium flinrida AIE2 Q lt lal Choose 7 find the liquid by its chemical name make sure there are data values available Move 8 continue with application data click onto OK close Tankdesigner 200 06 my Z 2 help x OK close search hydro medium chemical formula conc PEHD20 PEHD30 PEHD40 PEHD50 PEHD60 PEY 30 PP20 PP Hydrobromic acid HBr lt 50 E Hydrochloric acid 8 nd Hydrofluoric acid HF lt 85 Hydrofluoric acid HF lt 40 1 4 14 14 make sure you ll pM 1 4 Hydrofluoric acid HF lt 10 1 4 1 4 14 p 1 4 1 4 Hydrofluoric acid
108. st 2 If you have purchased the right to use the cost analysis module please enter the cost analysis it in database under HKP and also include business data Data such as the manufacturer part number and prices are collected and stored here Tank Designer module Z7 is now fully operational V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 40 This optional extension for rectangular tanks allows an alternative construction compared to more conventional tanks made from solid panels with steel reinforcement In the design window you can choose from a selection of semi finished products Simply click on the desired type image of the semi finished product If you select solid compact semi finished products remain you have five basic designs to choose from If you select twin wall panels types C D E will disappear momentarily You can choose from A pure thermoplastic tanks open top no lid B tanks with steel or plastic edge reinforcement The edge reinforcement can be replaced by an appropriate cover plate The calculation sequence with the usual steps follows If you have activated the optional cost analysis the Results window will display the production costs as well as the material and labour costs It s worth comparing it with the results from designs using solid panels and it only takes a minute The detailed results of the calculation are documented on a separate page in the
109. t Kolonnenstra e 30B 10789 Berlin 14 P Jacobs Berechnungsmethode f r Raumlufttechnische Anlagen Ver ffentlichung in Plastverarbeiter 39 Jahrgang 1988 Nr 1 15 R Schommer Berechnung von unversteiften L ftungskan len mit Rechteckquerschnitt Ver ffentlichung in Plastverarbeiter 34 Jahrgang 1983 Nr 12 V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 73 8 List of abbreviations and calculation variables 8 1 General abbreviations E CTFE PE HD PE 63 PE 80 PE 100 PE el PP H PP B PP R PVC U PVC NI PVC RI PVC C PVDF PVDF C HS N W WE Ozul Ec K A A3 1 A a F Formel Typ N mm N mm N mm Ethylene Chlorinetrichlorineethylene e g Halar Polyethylene high density PE HD o0 c 503 K A A3 6 3 N mm a PE HD type PE HD o0 c 503 K A A3 8 0 N mm a PE HD type PE HD o0 c 502 K A A3 10 0 N mm a PE HD type Polyethylene elektrical conductive lt 10 Q based on PE 100 Polypropylene homopolymere Polypropylene blockcopolymere Polypropylene random copolymere Polyvinyl chloride non plasticized Polyvinyl chloride normal impact resistant a PVC U type Polyvinyl chloride raised impact resistant a PVC P type Polyvinyl chloride post chlorinated Polyvinylidene fluoride Polyvinylidene fluoride Copolymer Heated tool butt welding Non welded Hot gas welding Hot gas extrusion welding permissible stress modulus o
110. t meet the characteristic values according to DIN 8075 PE 63 80 100 HD DIN 8078 PP DIN 8061 PVC DIN 8080 PVC C and ISO 15014 PVDF as well as the supplements to DVS 2205 for the individual materials A positive evaluation of the chemical resistance as per the DIBt media lists 9 2011 or DVS 2205 for the mould compounds used in the pre products are required The pre products are subject to a constant quality monitoring according to DVS 2201 Part 1 and must undergo a positive weldability test according to DVS 2201 Part 2 before use Only welding consumables are to be used which correspond to the requirements of the DVS 2211 The steel profiles chosen as reinforcements must meet the resistance moments W and area moments of inertia I which are accepted in the programme internal steel table With deviations please correct the values in the steel table Welding and plastics processors Experience has shown that the handworker who is assigned to the manufacture of the calculated tank should have a valid welding license according to DVS 2212 Part 1 and Part 2 With all other processors the achievement of the underlying welding seam strength or the prevention of a negative change of pre product characteristics through the processing is not adequately assured Processing guidelines and parameters In long term studies it was shown that for compliance of the characteristics adopted in the calculation processing corresponding to the Direct
111. tab basic setup Sheet thickess inch if activated thickness inch tnehnes mn Imiches mm mas tolerance _ displayed thickness nen u thickness mm V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 87 10 3 step by step claculation guide for rectangular tanks Example Dimension L x W X H 3200 x 1000 x 1400 mm Requested material SIMONA Alpha Plus PP H Innerwall welding process heated tool butt welding HE Operation temperature 60 C Expected service life 10 years Density 1 3 g cm Liquid to handle store HCL lt 37 Explanation If you find the hint e g see chapt 4 2 1 please study the user manual The calculation process Start Tank Designer software double click onto the logo Start rectangular tanks click onto calculation of rectangular tanks Confirm You have read the user manual click onto OK close 1 Attention important Recommendation Unconditionally follow the hints from tion manual u 1 1 Choose register the calculation in the catalog click onto enter anew commission V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 88 e calculate A gt A p close up down enteranew delete copy and back commission commission commission data Fi formu
112. technik DIBt Media list chemical Resistance of PE HD PP PVC U PVDF DIBt Reichpietschufer Berlin V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 12 6 5 P Jacobs Berechnungsmethode f r Raumlufttechnische Anlagen Published in Plastverarbeiter 39 Volume 1988 no 1 6 6 R Schommer Berechnung v unversteiften L ftungskan len m Rechteckquerschnitt Published in Plastverarbeiter 34 Volume 1983 no 12 6 7 DIN EN 1990 2010 12 D Eurocode8 Basics of support structure planning German version EN 1990 2002 A1 2005 A1 2005 AC 2010 6 8 DIN 4149 Buildings in German earthquake regions load assumptions dimensioning and construction of common high rise buildings withdrawn Beuth Verlag Berlin 6 9 DIN 4741 Part 1 Rohre aus Polypropylen PP Berechnung der Mindestwanddicken Beuth Verlag Berlin 6 10 DIN 4741 Part 5 Luftungsleitungen aus Polypropylen PP Typ 1 Kan le unversteift Mindestwanddicken Beuth Verlag Berlin 11 W Beitz K H K ttner Dubbel Taschenbuch f r den Maschinenbau 14 Auflage Springer Verlag Berlin Heidelberg New York 12 SIMONA AG Produktinformation Halbzeugverarbeitung Schwei en Ausgabe 11 92 SIMONA AG Teichweg 16 55606 Kirn Nahe 13 Deutsches Institut f r Bautechnik DIBt Medienliste 40 Ausgabe September 2011 f r Beh lter Auffangvorrichtungen und Rohre aus Kunststoff PE 40 1 1 PP 40 1 2 PVDF 40 1 3 PVC U 40 1 4 PVC C 40 1 5 DIB
113. ted tmpersture bending the sheets shall be heated up homogeniously minimum filling level he 0 mm Nozzle Attention Please note thst the calculation of the nozzle does not take into account any weld in roof or cylinde From there please locate the nozzles with a minimum distance of nozzle diameter 100 mm away from bese welds and borders of bands In the field Calculate you will input the required wall thickness of the individual bands the base thickness and thickness of a conical roof min 15 slant The minimum wall thickness is 4 mm according to the V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 53 DVS directive Furthermore the programme suggests corresponding wall thicknesses from a standard pre product delivery programme Flat roof If you choose the roof type flat roof the programm will automatically create and calculate a roof with thermoplastic stiffening system If you are not satisfied with the result you may click to button flat roof and following window will appears You may use this to optimize manually You will be asked at this point of the calculation to reinforce the flat roof according to your wishes First input the desired thickness of the roof Than acknowledge it with OK If the window reappears the suggested reinforcement is not adequate At the top left the degree of utilisation n is displayed Increase the height of the stiffener and or the t
114. terial selection reliability welding processes In this window you select the material from which the tank will be produced as well as the reliability factor and the welding process whereby you will attach the pre products Material marginal values material 5 W Approved Material PE 63 High Density MRS 63 PE 80 High Density MRS 80 PE HD High Density PP Alpha Plus PFH Simona modifiziert PP B Typ 2 Block PP H Typ 1 home PP R Typ 3 Random PVC Us NI normal impact PVC C Clorinated PVC HI Raised impact PVC RI Raised impact PVDF C Copolymerisat PVDF H The following points should be taken into account in the pre selection of the design material Operating temperature Stiffness Impact resistance Thermal length changes Chemical resistivity UV exposure Desired welding process Information on the above listed points can be obtained from your pre product manufacturer or supplier Caution With the material PE HD Officially this material has not been available since 01 2000 It was replaced with PE 63 80 100 which has other stability and strength characteristics We have only left PE HD in this list so that older tanks which were manufactured from PE HD could be retroactively recalculated Do not use this material for new projects Note For SIMONA PP Alpha Plus This material can only be obtained from SIMONA AG This is a P H with increased creep modulus E According to the details provid
115. ties of both skins should be identical same raw material and pre product manufacturer The thickness of the outer skin should correspond to 0 5 to 1 0 times the inner skin The thickness of the base must be identical with the thickness of the inner skin of the lower panel The inner skin must be 100mm higher than the height of the shrunken outer skin a SS Sn d b Dax Se d c f E c Sg Sn f S f 0 5 S a Sg S n a 0 7 S a 0 7 Szo b Sg Sn a 0 7 S a 0 7 S f 0 3 Sn Seite 3 zu DVS 2205 2 Beiblatt 6 Bild 1 Schwei ungen f r Tanks mit mehrwandigen Zylindern V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 8 1 Information on the use of Tank Designer We offer you the following possibilities for the use of Tank Designer software Full version You purchase the software and have lifelong user rights 1 year version You purchase the right to use the software for 365 days in its complete scope for all intended purposes The software has no restrictions other than the limitation of use of 365 days 7 day version You purchase the right to use the software for 7 days in its complete scope for all intended purposes The software has no restrictions other than the limitation of use of 7 days 1 day version You purchase the right to use the software for 24 hours in its complete scope for all intended purposes The software has no restrictions other than the limitation of us
116. tisfied with the result Move back to tank dimension and change values e g number of fields more fields thinner wall less fields thicker wall or change basic design e g to Type D or E Then you have to enter distance between the vertical stiffener field width as well as vertical stiffener flange width additionally You may also change material of sfety factor or whatever leads to better result V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 94
117. tted flexural stress In the manufacturing of the cylinder covers from panels stresses are created which are caused by the bending process The residual stresses may be neglected if the tolerable flexural stresses according to Table 1 from the DVS 2205 T1 Page 5 s d 100 is not exceeded The marginal values determined according to the directive for the flexural stress have been provided with a tolerance of 5 e 1 05 based on practical experience collected This means that e g with tanks of PP H a maximum flexural stress of 0 525 is allowed by the programme Please clarify whether your customer or the evaluating authority agree to the exceeding of this marginal value before the construction of the tank PVC U plates are always moulded using heat If the tolerable marginal values are exceeded the existing tank staticis invalid Welded joining of base casing The calculations listed only apply for the following prerequisites Welded seam thickness a gt 0 7 Sp Long term welding factor fs gt 0 6 If the tolerable marginal values are exceeded the existing tank static is invalid Double layer tank double skin retention tank Caution The following special construction regulations are to be observed Only a maximum of two layers is allowed The outer skin should be shrunk so that both skins have full surface contact Skins are to be welded according to Figure 7 of EN 12573 2 to the base see drawings below The proper
118. tware updates 1 2 Consulting Helpline 2 Register and key assignment 3 Download Installation with WINDOWS XP VISTA 7 3 1 Download 3 2 The licensing process implement TAN 3 3 The licensing process activation product key 3 4 Integrate Tank Designer in your network 3 5 Installation of language packs 4 Tips and tricks for programme application 4 1 General 4 1 1 Launch window 4 1 2 Commission 4 1 3 Confirm TAN 4 1 4 Material selection reliability welding processes 4 1 5 Thermal load 4 1 6 Fill medium 4 2 Rectangular tanks 4 2 1 Tank construction designs 4 2 2 Tank dimension and marginal values 4 2 3 Calculate 4 2 4 Print calculations report 4 2 5 Edit table of stiffener profiles 4 2 6 Tanks made of twin wall sheets hollow core panels 4 3 Circular tanks 4 3 1 Tank construction designs 4 3 2 Entry of the roof design and the setup location 4 3 3 Notes on analysis of stability in the event of an earthquake 4 3 4 Tank dimensions and marginal values 4 3 5 Entry of nozzles and access openings 4 3 6 Calculate 4 3 6 1 Confining pressure stability 4 3 7 Print calculations reports 4 3 8 Conical bases with spoke shaped support 4 3 9 Conical bases with ring support in preparation 4 3 10 Sloped base with parallel support structure in preparation V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity O O O WON oD UWI 11 16 18 21 22 23 24 24 25 27 28 30 31 35 38
119. ty of the medium to be stored here Choose the shape of the reinforcement profile which is to be used as circular reinforcement and reinforced V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 32 edges You have here the choice of U L IPE IPB middle beam IPB L flat bar and rectangular hollow profile For reasons of stability and cost we recommend rectangular hollow profile because these show high stiffness at low weight After choosing the reinforcement profiles you determine the beam height flange width i e the wall contact surface load bearing surface of the profile Please observe with the pre dimensioning that the steel profile is attached to the upper tank wall as a rule using protective profiles of plastic These plastic protective profiles also serve as corrosion protection The programme automatically inserts the determination of the reinforcement profile height and thickness in the Calculate window Effect of the wall thickness With this tank construction design you have the possibility to influence the wall thickness Two methods of computation are available for this Calculation of a target wall thickness Enter the desired wall thickness in the field target wall thickness In the field number of fields please enter the number 2 The programme will determine the required reinforcement number mathematically which is needed to reach this wall thickness The programme shows c
120. ule Plastic ribs and plastic supporting plates Please make sure when using massive thermoplastic plastic ribs stiffeners or plates stiffeners which serve for support that a thickness height ratio of a maximum of 1 8 e g thickness 25mm height maximum 200mm is not exceeded Exceeding the ratio of 1 8 leads to the situation that the supporting element bends twists or buckles due to the material flexibility thus losing the desired effect V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 6 0 2 Rectangular tanks The individual fields of a tank are to be consecutively numbered from top to bottom Tanks with reinforced edges circular reinforcements yoke reinforcements or cross ribbing The horizontal stiffener are calculated as a beam between suspended and firmly clamped bending beams This statement is however only applies to rigid edge joints e g welded reinforcement design Please make sure that the corresponding frames are produced as rigid designs Tanks with yoke reinforcement or cross ribbing Here you can select the general construction from 6 different variants This can also include tierod or tie profile The number of vertical reinforcements with cross ribbed tanks is the same as the number of the required tie rods at upper or lower end In both construction designs a minimum number of 2 vertical reinforcements applies The distance of the vertical ribs to the tank edge must be a
121. vant standards before manufacturing a tank If errors exist in the calculation these are to be reported immediately to the software manufacturer No liability 1s assumed for damages which result from erroneous entries by the programme user For errors in the software resulting from improper transport or faulty installation or a faulty PC no liability is assumed For errors which are caused by computer accessories or TAN files no warranty will be honoured V 5 2 Edition 11 7 2014 all older programmes and versions lose their validity Page 5 0 1 Basics of tank construction The static calculation of the component calculable with this programme is based on the following assumptions which must be considered when executing the component General design basics The existing tank calculation is based on a theoretical consideration of a design corresponding to the guidelines of the Deutschen Verband f r Schwei technik DVS To fulfil the theoretical basis and operands the following points must be required at least Design details The design of the welding seams the arrangement of the flange connections or braces and those for the attaching of the reinforcement beams should be done according to the DVS directives DVS 2205 T2 2205 T3 DVS 2205 T4 2205 T5 and DVS 2205 T5 Supplement These take the important design features such as stability strength and thermal length modifications into account Pre products The used plastic pre products mus
122. you determine which type of roof the tank should have and whether it is a tank to be set up indoors or outdoors Type of roof 1 conical roof without ribbing 2 open tank without roof 3 flat roof with and without ribbing gt es calculate B aa o B Al KK 50 close Selectyour Input of rooftype tank conical earthquake material put of nput o calculate help and back type of tank and location of tank dimensions base safety thermal loading fillingmedium FL formular Input of dimensions and marginal values of the tank calculate help 7 ern gt ITR E cy Input of rooftype and location of tank location of tank inclination angle of roof inside outside building joad zone height above sea 15 x lt 200 vacuum constant N mm 2 snowload 0 0003 0 75 vacuum short time N mm 2 0 0003 _ Tank with bond pressure constant N mm 2 0 0005 wind shielding pressure short time N mm 2 0 0005 lifting lug yes dia of bolt 30 2 no Anchorplates number of anchors 4 width of Anchorplates mm 70 140 Max no Tanks with retention tank Choose this field if the tank is intended for setup in a retention tank The programme automatically prepared all required data for the calculation of the retention tank For an outdoors installation the query wind shielding is automatically deactivated because the retention

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