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1. Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 9 New module CabSag for taking effects of cable sagging in linear calculation PlTens Added possibility to plot tendon forces from superposition files Stage Tendon Info Added possibility to plot tendon forces from superposition files Shear capacity New release of British standard 3 49 Version 8 42 02 Minor changes 3 50 Version 8 42 01 Additional option JOIN added to the action UltChk to consider results of partial elements in case of composite elements The action PIUIt draws the ultimate load state diagram also for partial elements of the composite elements Additional option EXP added to the action DoList to print out the results in E format if the values overstep the normal F format Structure local axis will be drawn also for zero length elements PlSys option SYSO Values drawn by option PLASC can have GLOBAL or LOCAL direction PISys Additional options EXP NOEXP added in PlSys editor to choose between E and F format of the written values Information about units added to the plot file of the action PlInfl screen plot Re sults PlInfl and to the list file of the action DoList Influence file New possibility of aero class definition added couple of constants factor Cd and its derivation Cd for all directions Additional option for calculation of cross section shear area2. Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner
3. Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 12 3 67 Version 8 37 04 e Wind dynamics Aero elastic cross section coefficients Drag Lift Moment 3 68 Version 8 37 02 8 37 03 e Minor changes 3 69 Version 8 37 01 e Ultimate load check calculation corrected 3 70 Version 8 36 05 e Supporting sub licences of RM2000 e g RM2000 lic a for input only e Limit for load cases extended to 4096 3 71 Version 8 36 04 e New module UltRein and ReinIni for reinforcement concrete design e Limit for stress points extended to 8 3 72 Version 8 36 03 8 36 02 e Minor changes 3 73 Version 8 36 01 Added feature tendon geometry relative to cross section points Split and Join added in module PLSYS and full part composite result Split and Join added in Additional Constraint Cross section definition extended with normal horizontal vertical 3 74 Version 8 35 04 8 35 05 e Minor changes 3 75 Version 8 35 03 e Plotting of cable action improved 3 76 Version 8 35 02 Structural optimisation is available Additional constraint Module Restart Wind dynamic calculation added Excitation Power spectra Module PowerS External tendon disassembly Load manager can split primary secondary effects 3D element preview with hidden lines and filling Tendon results can be optionally stored in envelope files Global action date added to cons
4. Release notes 8 63 03 14 3 84 Version 8 32 03 e Possibility in module RESULTS Load case and Envelope to print out the result list for certain elements respectively nodes button Print e Module Tint Results in List file and Plot file are unit consistent e Module UltChk Results in List file and Plot file are unit consistent e Minor changes 3 85 Version 8 32 02 e Basic installation separated from RM2000 GP2000 The BaseWin package must be installed before any application installation e Possibility in module RESULTS Load case and Envelope to search Min Max values between certain element node series and element type e Element type name Damper Spring changed to Viscous Damper The menu position has been moved from spring element group to special element group e Element type Damper Spring has been inserted to the special element group 3 86 Version 8 32 01 e Export Tcl includes plot files e New module PLOULT activated element N My Mz interaction diagram 3 87 Version 8 31 12 Partial updated version e Input only version 3 88 Version 8 31 02 8 31 04 e Minor changes 3 89 Version 8 31 01 e Convergence of non linear constraint method approved Subspace error minimized 3 90 Version 8 30 07 8 30 08 e Minor changes 3 91 Version 8 30 06 e Report input modified for Superposition files e Element switch for fibre stress check Element Re
5. TCL import export unit error corrected load sets GM GO 3 51 Version 8 41 03 TCL Export for module CALCELONG List for module RespS Program doesn t stop anymore in the RECALC procedure if a warning or an error has been detected Elem Info completed Minor changes 3 52 Version 8 41 01 8 41 02 Minor changes 3 53 Version 8 40 06 Novell networks Release Does not work on non Novell machines TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 10 3 54 Version 8 40 05 e New module Reload redistribution of forces for non tension elements at cross section level e Calculation of Shear Lag effect changed to pure stress redistribution 3 55 Version 8 40 03 8 40 04 e Minor changes 3 56 Version 8 40 02 e Element class added in Elem Reinf pad e Subtraction with b input moved from Elem Time to Elem Reinf 3 57 Version 8 40 01 Split and Join added in Additional Constraint for superposition files Correction of join results in DoList for load cases Additional options in PLSYS for representing of stresses FIBSUP Minor improvements in lists and optimisation 3 58 Version 8 39 07 e Option Optimise added to the menu File for optimisation of calculation time e Info text for generation of default data base added 3 59 Version 8 39 06 e Option Update Ignore added to the stage
6. 2000nt tdv1911 lic gt c program files tdv2000 etc tdv lic TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 4 3 RM2000 Release history 3 1 Version 8 63 03 e Rm9 RM2004 export added e New loading type Variable load along element 3 2 Version 8 63 01 8 63 02 e Minor changes 3 3 Version 8 62 01 8 62 02 e Minor changes 3 4 Version 8 62 01 e Material table added for Finish standard e Calculation rule CQCX added Result values including their signs will be added together using CQC rule 3 5 Version 8 60 01 e Australian design code improved 3 6 Version 8 59 02 e Minor changes 3 7 Version 8 59 01 e Minor changes 3 8 Version 8 58 01 e Australian materials for design code AS5100 activated 3 9 Version 8 57 03 e New module ActOn and ActOff are available to allow multiple activa tion deactivation of elements 3 10 Version 8 57 02 e TCL export error LCSUM only in 8 57 01 corrected 3 11 Version 8 57 01 e Minor changes TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 5 3 12 Version 8 56 06 e Minor changes 3 13 Version 8 56 05 e Minor changes 3 14 Version 8 56 03 e Calculation for cross shear stress for composite sections 3 15 Version 8 56 02 e New live load macro for Hongkong Design Code 1997 3 16 Version 8 56 01 e Minor changes 3 1
7. 7 Version 8 55 01 e Minor changes 3 18 Version 8 54 02 e New module LiveSet for non linear live load calculation 3 19 Version 8 54 01 e AASHTO LRED design code with interims up to the year 2000 activated e Reinforced concrete design module improved 3 20 Version 8 53 01 e Minor changes 3 21 Version 8 52 01 e Minor changes 3 22 Version 8 51 06 e Novell network release of V8 51 05 Works only with Windows machines running a Novell client and the appropriate server licence 3 23 Version 8 51 05 e Licence access for steel design improved 3 24 Version 8 51 04 e Indian design code activated TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 6 3 25 Version 8 51 03 e Added feature to configure TCL export recalc window 3 26 Version 8 51 01 e New module PrChk for principle stress calculation e Added feature to create master and slave geometry tendon profiles 3 27 Version 8 50 02 e Added possibility to have different cross sections G Modules for shear stresses due to Mx Qy Qz e Creep and shrinkage calculation is numerically extended to cover more exactly creep of creep effects it is possible to decrease number of time steps e Extensions of British Standard live load calculation e Added possibility to force TCL export with cross section values even if cross sec tions are assigned 3 28 Version 8 50 01 e ILM pre processor int
8. RM2000 Static and Dynamic Analysis of Space frames Release notes 8 63 03 TDV Ges m b H March 2004 RM2000 Important notes Release notes 8 63 03 1 1 1 1 2 1 3 Important notes Tdv2000 applications require a basic installation The basic part of Tdv2000 applications has been separated from the application e g RM2000 GP2000 The new basic installation BaseWin contains the common files for all Tdv2000 program systems and the hardlock driver for the hardlock security system Therefore you must install the package BaseWin before installing any application Existing RM2000 GP20000 installation should be uninstalled and replaced by the Basic installation and the single installation of RM2000 and GP2000 Please always uninstall old program versions before installing a new program release Unit dependency of Import Export of RM2000 Export and Import of RM2000 database is now UNIT dependent In this case e Import of PARTIAL project created by RM2000 Version older than 8 27 02 is pos sible but the UNITS in the user project have to be set first to basic units m KN first Thus the IMPORT can be started e Import of COMPLETE project created by RM2000 Version older than 8 27 02 is possible WITHOUT any PROBLEMS Data conversion from RM7 to RM2000 It is possible to export most of the important input data prepared for a project using RM7 into the RM2000 database directly The RM7 project directo
9. ase history Release notes 8 63 03 18 3 111 Version 8 25 06 Element reinforcement input is activated Structural listing struct Ist is redone Order in properties menu is changed Order in tendon menu is changed 3 112 Version 8 25 05 e Minor changes 3 113 Version 8 25 04 3 113 1 RM2000 Database conversion This release contains a new database The user can no longer access old projects stored in RMDATA RM8 with the new release The new database is stored in the files named RM BIN RMB8 How to convert projects defined with the old database Start the program and choose the project directory path Open the project Type dbver200 in the command line and hit return The program automatically converts the binary database for the complete struc ture rmdata01 rm8 rmdata04 rm8 into rm bin0O1 rm8 rmbin04 rm 8 into the new database gt The full calculation will be made on selection of HRECALC VVVV 3 113 2 Recalc Window The user is able to control the fibre stress calculation with three check boxes e Composite Section including the pre stressing steel area modular ratio e Actual cross section with reduction for ungrouted ducts e Calculation internal forces and stresses for modified orientation of cross sec tions 3 113 3 New Action in Construction Schedule GROUT The action GROUT in module CONSTRUCTION STAGE STAGE Tendon has been moved to CONSTRUCTION STAGE gt STAGE 4 Action TDV
10. calculation action Restart 3 60 Version 8 39 04 8 39 05 e New load set group Normal forces stiffness change for non linear II order the ory calculation added e Option Initialise the element results in loading case added to the load set Element removing Option Load set can be increased added to the Load case input New module in stage calculation actions Buckle Buckling analyse New module in stage calculation actions Failure Buckling analyse till failure New possibility of separately stage action start not only in RECALC procedure Therefore the option Run stage action in Result Script menu has been added 3 61 Version 8 39 03 New Icon Skip added to Construction Schedule Stage Action menu Option Skip also added to existing Icon Renumber in Construction Sched ule Stage menu e Additional option added to the Delete Icon for all menus TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 11 e New option Plot to file added to Result PlInfl PICrSh PISys menu with direct ac cess to CRT Icon e Minor changes and error correction in Structure Element Material list for the case when non standard units were applied but the value of Alpha did not change accord ingly 3 62 Version 8 38 05 8 39 02 e Minor changes 3 63 Version 8 38 04 Width and height of composite section for win
11. d load corrected Extended printout for shear check AAHSTO Minor changes and error corrections in import export with non standard units LIST GEN extension for selective result list of load cases superposition files and influence lines 3 64 Version 8 38 03 e Use of combination codes SupOrxX and SupAndX for superposition files cor rected e New command PLSCFAC in plot file editor Multiplies the current scales even negative New module in stage check actions FibI Re Dimensioning for FibII e New output format for FibChk module for combination output 3 65 Version 8 38 01 8 38 02 e Update and reorganizing of input possibilities within the action pads Loads and Construction schedule stages Additional structural tools in new module Special in menu structure Graphic support for definition of tendon geometry relative to cross section points Ultimate Load Check consider the initial strain of pre or post tensioned tendons Modified functionality of load combinations LCOMB Please review existing data factors for favourable and unfavourable after installation of latest version e Modified consideration of favourable unfavourable in the load combination 3 66 Version 8 37 05 e New module Wind turbulence fluctuation with aero dynamics damping and stiff ness e New module FFT power spectra calculation based on Fast Fourier Transformation TDV Technische
12. e 3 106 Version 8 26 03 e Windows NT 2000 Problems with abnormal program aborts in the graphical user interface solved e Module Live Load Longitudinal and centrifugal influence line calculation added Macrol Macro2 e Module Pre stressing Primary State effect work correctly with any pre stressing input order 3 107 Version 8 26 02 e New module lt TStop gt Specific feature for handling time dependent effects within the construction schedules Time differences between the erection of different sub structures can be specified e New module lt UpdEmod gt Time dependent Young s modulus according to e g CEB FIB90 e New User units User can specify different units for input and output not for all input windows available in this release e Module lt SupAdd gt corrected 3 108 Version 8 26 01 e Load combination lt Lcomb gt increased to 24 3 109 Version 8 25 11 e Non linear material lt cracked concrete gt is activated 3 110 Version 8 25 7 8 25 10 Non linear material lt cracked concrete gt is activated Load combination lt favourable unfavourable factors gt bug is fixed Ultimate limit state is documented Tendon position lt relative to node gt is activated Server Hardlock logout is implemented gt 8 25 08 Hardlock existence check lt once per minute gt is activated gt 8 25 08 TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Rele
13. egrated into RM2000 3 29 Version 8 49 02 e Action Sup2D copy superposition file results to 2D result superposition file added e Quick help for buttons and symbols integrated e Reorganisation of graphic interface separate menu for SCRIPTS e Easy access to numeric result post processing former List Gen und RESULTS 3 30 Version 8 49 01 e Actions for diagram plot of internal forces deformations stresses and reinforcement amount added e Additionally option Diagram added to the Result Load case and Re sult Superposition pad e Update of graphical resolution 3 31 Version 8 48 03 Actions UltChk and UltRein modified Actions CracChk and RobuChk added to Check actions WindX option added to the AeroClass definition Load set group Special added for pier dimensioning Load set Mean drag for longitudinal wind component added to the load set group Wind load e Parameters for additional group added TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 7 3 32 Version 8 48 02 e Update of Austrian design code 3 33 Version 8 47 01 e Update of Hungary design code 3 34 Version 8 46 06 e Action LiveL supplemented with element number if the load train should be set to the expected min max position of the selected element Action PIEITnd tendons with their nominal and duct area are drawn in scale Special external tendon
14. features activated 3 35 Version 8 46 05 Pre processor for suspension bridges in structure special Compensation of element length macro in structure special Demonstration of new postprocessor look TDF in structure special New chapter for cable stayed bridges in user manual TCL export error manual perimeter input corrected 3 36 Version 8 46 04X e Beta versions 3 37 Version 8 46 02 8 46 03 e Minor changes 3 38 Version 8 46 01 e New module PlWind plotting of wind input data 3 39 Version 8 45 04 e RM2000 Exe rebuilt due to a hardware error 3 40 Version 8 45 03 e New module TndDist calculation of tendon overlapping e New module PIEITnd plot cross section with marked tendon positions e New macro for live load combination for British Standard 3 41 Version 8 45 02 e Tendon position view for each CS element begin and end along the tendon added Structure Tendon 3D Information Icon e New action CS plot with all tendons belonged to PIEITnd has been added to the group List Plot in menu Construction schedule Action TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 8 3 42 Version 8 45 01 Plot option PLASC in PlSys editor modified New plot option PLHEAD for PlSys added capture Free plot Creep and shrinkage variables corrected cs di45 rmd Principle tensile stress check accordi
15. inf is considered now at plotting of fibre stresses too TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 15 e Minor changes 3 92 Version 8 30 05 e Results for partial elements of composite structure will be printed out by the module DoList load cases and superposition 3 93 Version 8 30 04 e Thermal coefficient is unit consistent 3 94 Version 8 30 03 e One part from composite element can be composite self composite with composite e Additional Construction Stage Constraints implemented Main Construction Sched ule AddCon e Module Restart implemented recalculate if constraint not sufficient 3 95 Version 8 29 04 e Option Skip Construction Stage and Skip Construction Stage Action imple mented Plot macros improved Project Defaults help implemented Element configuration possibility added for Fibre Stress Check Ultimate Load Check Shear Capacity Check Reinforcement Concrete Design Number of iteration for Ultimate Load Check increased to 100 e Printing of plot files improved for original scaling 3 96 Version 8 29 03 e Result plot for spring elements available e Stress strain graph material added 3 97 Version 8 29 02 e Excel export for English operation system improved TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release
16. ng to DIN Standard save results in comma delimited database 3 43 Version 8 44 05 e Additional constraints modified more lines input for variable load cases added to enable the condition from sum of variable load cases Max number of cross section points increased 6000 e Composite cross section values represented Properties CS Values resp Proper ties CS Comp Material file according DIN Standard Code corrected e External tendon calculation correction e Principle tensile stress check according to DIN Standard added Actions PrDinU and PrDinS added to Stage Action modules 3 44 Version 8 44 04 e Text file updated 3 45 Version 8 44 02 8 44 03 e Minor changes 3 46 Version 8 44 01 Additional Constraints modified Composite cross section modified Properties CS Cross section shear stresses calculation added graphical presentation Proper ties CS and stage action PIShear New LoadSet DISCOR added cable end displacement correction Wind input modified choice of integration type and calculation rule Special setting button added Tdv mode superposition method Option Join added for stage action UltRein Option Subspace added for stage action Eigen 3 47 Version 8 43 03 8 43 05 e Minor changes 3 48 Version 8 43 02 e Module TndChk and TndFib extended for superposition file as well e Properties CS Long file names possible max 16 characters TDV
17. notes 8 63 03 16 3 98 Version 8 29 01 e Defaults for material cross section and variables are available in TCL files rmd New menu item File Default adds default materials cross sections and variables in current project Fibre stress list modified Module Grout produces list output Macro input for plot profiles Module Creep performance optimised 3 99 Version 8 28 03 8 28 05 e Printing of plotfiles improved 3 100 Version 8 28 02 e Generating of plotfiles improved 3 101 Version 8 28 01 e Minor changes 3 102 Version 8 27 04 e Minor changes 3 103 Version 8 27 03 e Option composite result Split for command do list added 3 104 Version 8 27 02 e Export and Import of RM2000 database is now UNIT dependent In this case Import of PARTIAL project created by RM2000 Version older than 8 27 02 is possible but the UNITS in the user project have to be set first to basic units m KN Afterwards the IMPORT can start Import of COMPLETE project created by RM2000 Version older than 8 27 02 is possible WITHOUT any PROBLEMS e Module PLOT is now UNIT dependent 3 105 Version 8 27 01 e Module TempVar is available variable temperature over cross sections TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 17 e TCL import export extension e AASHTO special loading with 2 concentrated for M e Shear lag property is availabl
18. or Hardlock 2048 Licence source directory d install m2000nt I Select all licence files in source directory File s ftdv2048 lic fea Info M Destination directory C PROGRAMME TDV2000 etc M Additional destination directory Jc tdv usr Cancel Choose Select all licence files in source directory if you want to copy several li cence files in one task If there is exists an active older program installation Tdvshell and any older applica tion like RM7 GEOP M3 then the licence files will be activated also in the dis played Additional destination directory Press lt OK gt to finish the update TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 Licence files Release notes 8 63 03 3 Alternatively the licence manager can be started over the Windows start menu Select Start menu gt Tdv2000 gt Licence activation 2 Activate the licence manually Copy these licence file s into the Tdv2000 etc directory e g from CD drive D to c program files tdv2000 etc d install rm2000nt tdv2048 lic gt c program files tdv2000 etc tdv2048 lic Attention Server licence files are numbered with tdv19xx lic If you want to activate the server licence please copy the licence file also to the a file named tdv lic e g from CD drive D to c program files tdv2000 etc d install rm2000nt tdv1911 lic gt c program files tdv2000 etc tdv1911 lic d install rm
19. ry must be opened before starting the data transfer and a SYSAK file run that will activate the whole structural system Only the materials and cross sections used in the project will be transferred Attention For exporting data from RM7 use at least release 7 52 02 If it was not delivered with RM2000 order it at your support office Please refer to the manual RM2000 user guide for further details TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 Licence files 2 Release notes 8 63 03 2 Licence files In order to run RM2000 and GP2000 a user must have a valid Tdv licence file lic The Tdv licence file is directly connected to a specific hardlock dongle The licence is valid until such time as the user rights are upgraded or the validity of a time limited version has expired New RM2000 GP2000 users as well as existing RM7 users must get a licence file from Tdv or one of the support offices in order to run the latest program versions of RM2000 or GP2000 The licence will either be supplied On a CD e g in directory CD install licence or CD install program On a Floppy disk By Email attachment Cd Rom Choose on the main dialogue lt TDvV2000 components gt select item Licence and press lt OK gt File on disk or floppy drive Open the Windows Explorer change to the licence directory and double click onto the desired licence file yal Activate new licence f
20. truction schedule TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history Release notes 8 63 03 13 3 77 Version 8 35 01 e Added feature to stress tendons several times in construction schedule e Cross section nodes can be rotated about any reference point e Added listed output of generalised masses and the norm of eigen vector 3 78 Version 8 34 05 8 34 06 e Minor changes 3 79 Version 8 34 04 e New material file Astho Standard 3 80 Version 8 34 03 e New Material files Onorm Standard 4700 British Standard 5400 and Honk Kong Standard 5400 3 81 Version 8 34 02 e Minor changes 3 82 Version 8 34 01 e Tendon results primary and secondary forces can be stored optionally into data base See recalc window Store tendon results e New module FibII Calculation of stresses due to state II Cracked concrete e New module FibTnd Print out of normal stresses and forces in tendon for two load cases t 0 t infinity New module TndChk Control of stresses in tendons New module ShChk Shear capacity check e Calculator engine supports local variables in formula and in tables Example Name XXX a b Expression 2 atb e Data base locking activated Just one application can access the database at one time to avoid data loss 3 83 Version 8 32 04 e Minor changes TDV Technische Datenverarbeitung Ges m b H Heinz Pircher und Partner RM2000 RM2000 Release history
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