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.D - Dynamic "Time History" Analysis - AutoPIPE

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02. What features are available when using an AutoPIPE Standard, Plus, Advanced or Nuclear edition of the programs?

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Applies To
Product(s):AutoPIPE
Version(s):ALL
Area: Licensing
Original Author:Bentley Technical Support Group
Date Logged
& Current Version
Feb 2017
11.00.00.22

Problem:

With this AutoPIPE Edition license (Standard, Plus, Advanced, Nuclear) in LMT, what features of the programs can I or cannot use?

Solution:

For a complete list of features available in your version of the AutoPIPE based on edition selected (Standard, Plus, Advance, Nuclear) :

Please see the following AutoPIPE help section: 

Help > Contents> Contents Tab> Bentley AutoPIPE> Getting Started> AutoPIPE Standard vs Advanced vs Nuclear 


Note:

1. This chart above is constantly updated between the different AutoPIPE Versions. Be sure to check your chart in your version for details of features available per edition selected. 

2. If Advanced was selected for the edition type, after pressing OK button, the program would check LMT for an available license, If no AutoPIPE Advance license was found available, LMT would return a No response, and AutoPIPE would have reverted to DEMO mode. Again, only those available AutoPIPE editions listed in LMT can be selected on the AutoPIPE Configuration / Edition dialog screen. 

See Also

Edition License issues

Licensing

Bentley AutoPIPE

New AutoPIPE user - Suggested information - AutoPIPE

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Table of Contents for this WIKI page only:

1. AutoPIPE Editions

2. Opening a file with AutoPIPE

3. Information and Suggestions for all new user

4. General steps for reviewing a model

5. No results in output report (blank)

6. Files used by AutoPIPE

7. Reference information

Attention: pages of interest:

1. Bentley AutoPIPE product web site

2. Sign up for Events, Webinars, Seminars, Conferences, and Learning here. 

1. AutoPIPE Editions:


AutoPIPE is available in the following editions: Standard, Advanced (PLUS), and Nuclear. 

The following AutoPIPE help page provides a table which illustrates the different capabilities of these 3 AutoPIPE editions:

Help > Contents> Contents Tab> Bentley AutoPIPE> Getting Started> AutoPIPE V8i Standard vs Advanced vs Nuclear.

Be sure to review the information links at the bottom of this page:

See Also:

Limits of Standard vs Advanced vs Nuclear

Piping Codes by Program Editions

Note:

1. If a model was created by an AutoPIPE edition (i.e. Nuclear) that used feature specific to that editions (i.e Piping code = ASME NB) and was later opened by a version that did not have the same capabilities. Some settings would be automatically changed and would need to be manually changed by the user. Review the following for a complete list of changes made by the program or required before analyzing the model:

1. systemname.CHK file - this file is automatically displayed by AutoPIPE Report viewer after the model has been opened. Or, see the current model folder location. This file that can be opened with any word editing software (i.e. MS Word, NotePAD, etc..)

2. Tools> Model Consistency Check report. reduce the number of errors and warnings to as few as possible.

3. Tools> Design Check, reduce the number of errors and warnings to as few as possible.

2. If a model was created in a lower edition (ex. Standard) and opened in a higher AutoPIPE edition (ex. Advanced). Nothing will changed in the model as each higher level of edition contains all the features of the lower level(s). Example,  AutoPIPE Standard model with 5 Static earthquake cases was opened in  AutoPIPE Advanced or Nuclear. No changes are made to the model as both Advanced and Nuclear edition supports up to 10 static earthquake cases. To reinforce Note #1, if an Advanced model with 10 static earthquake cases was opened in a AutoPIPE Standard, static earthquake cases 6, 7, 8, 9, & 10 would be automatically deleted from the model.

3. See the following for a complete list of AutoPIPE versions released to the public:

Current version: (verify your version and UPDATE)

AutoPIPE CONNECT 11.00.00.22 released Feb 2017
AutoPIPE CONNECT 10.01.00.05, (update 10.01.00.08, 10.01.00.09*).
AutoPIPE CONNECT 10.00.00.10
AutoPIPE V8i 09.06.02.06
AutoPIPE V8i 09.06.00.15 (update 09.06.00.19, 09.06.01.10, 09.06.01.11)
AutoPIPE V8i 09.05.00.21 (Update 09.05.01.02*, 09.05.01.05*)
AutoPIPE V8i 09.04.00.19 (Update 09.04.01.05*)
AutoPIPE V8i 09.03.00.08 (Update 09.03.01.07, 09.03.02.05*)
AutoPIPE V8i 09.02.01.07** (Update 09.02.02.09, 09.02.03.02*)
AutoPIPE V8i 09.01.01.02* (Patch 09.01.01.03, 09.01.01.04, 09.01.01.05)
AutoPIPE XM 09.00.00.08* (Patch 09.00.00.09, 09.00.00.11, 09.00.00.12)
AutoPIPE XM 08.09.00.14* (Patch 08.09.00.15, 08.09.00.16)
AutoPIPE 2004 08.06.00.12* (Patch 08.06.00.14, 08.06.00.15)
AutoPIPE 2004 08.05.01.11 (Patch 08.05.01.21)

* = ATS (QA&R) versions
** = 1st version to run on Win 7

2. Opening a file with AutoPIPE:


Any version of AutoPIPE can and will open any DAT file created by the program. However, there are rules:

Rule #1:

Only open a model DAT file created by the current version or higher
(Example: if a model DAT file was crated in AutoPIPE 2004 v. 8.6, that file can be safely opened in v8.6 or higher version number (ex. V9.4). 

Rule #2:

DO NOT open a model created by a newer version in an older version without using the File> Save AS command in the new version.
(Example: if using AutoPIPE V8i 9.4.1.5, and the model was save using the File> Save commend, DO NOT open it in any version of the program lower than v.9.4.1.5. The correct procedure; with the model open in the higher version, use File> Save As command> Select the version that will open the model i.e. 9.0; this will automatically append “_V90” to the file name alerting you to the fact the file was correctly saved from a newer release of the program to an older file structure.

Rule #3:

If Rule #2 was broken, when opening a model created by a newer (ex.V9.4) version in an older version (ex. V9.0) the following will appear:

---------------------------
Confirm
---------------------------
Model was first created in : 09.00.00.05
Model was last modified in : 09.04.01.05
Current product version : 09.00.00.08

The model you are about to open was last modified in a newer version of the product and may not be compatible with the current version. You should contact Bentley`s technical support for compatibility information on this model before opening it. Saving or analyzing the model in the current version may result in the loss or corruption of the model data.

Do you want to continue with opening this model?
---------------------------
Yes No Cancel
---------------------------

Selecting “Yes” button WILL corrupt the model the very moment the model is displayed on the screen. There is no fixing a corrupted model.

Selecting “No” button will close the model without opening (recommend)

Selecting “Cancel” button stops the open command.

Exception to Rule #3, typically model can be opened by same version family, but still recommend using the File> Save-as command from the higher version.

(Example: model was created in 9.1.1.5, not recommended, but can open with 9.1.1.2. The warning above will still appear but is acceptable. 

Note: Once a file is corrupted, typically there is no method to repair it. However, the CAE development team has had some success in fixing corrupted models. Log a Bentley Service request and submit your APC file for review. 

3. Information and Suggestions for all new user:


1. Highly suggested to attend an official AutoPIPE training class. 

Contact your account manager for options and costs for AutoPIPE training. 

2. Read all PDF files located under: (see related version below)

***Some of the files mentioned in these PDF documents below are loaded with:

      • File> Open > AutoPIPE model (*.DAT)
      • File> Model Management> Open Archive> systemname.APC 
      • File> Open> Archive> systemname.APC 

AutoPIPE CONNECT 10.00.xx.xx and higher -  C:\Program Files (x86)\Bentley\AutoPIPE CONNECT\Documents

    1. AutoPIPE_Tutorial
    2. Bentley CONNECT Edition Overview.pdf
    3. Quickstart_AutoPIPE.pdf
    4. Tutorial Files Notification.pdf

Note:

1. Some of the documents that were available in the previous versions been relocated to the Bentley Learn Server.

2. More PDF can only be accessed after AutoPIPE has been opened. 

With AutoPIPE open, select Help> Contents> Contents Tab> Supplemental Documentation> select the document "Supplemental Documentation"  scroll down the document to see a following list of PDF files available:

        1. AutoPIPE New Features and Enhancements [V9.61 TO V6.20]
        2. AutoPIPE Quick Reference
        3. AutoPIPE New User Tips
        4. C2 AP Settings
        5. Caesar AutoPIPE Translation
        6. Hot Clash Tutorial
        7. Hydrotest Tutorial
        8. ProjectWise Integration
        9. AutoPIPE ASME NB Example
        10. AutoPIPE MSRS Example1
        11. Tutorial DNV OS F101 2012
        12. Tutorial - Import Coordinates from Excel to AutoPIPE
        13. Tutorial - ISO 14692 FRP
        14. Tutorial - Ring Main Wizard
        15. Tutorial - Soil Overburden and Seismic Wave Propagation in AutoPIPE
        16. Tutorial ASME B311 With HDPE
        17. Tutorial ASME ND With HDPE

AutoPIPE V8i 09.06.xx.xx - C:\Bentley\AutoPIPE V8i SELECTseries\Documents\

a. AUTOPIPE NEW FEATURES & ENHANCEMENTS [V9.61 TO V6.20].pdf
b. AutoPIPE Quick Reference.pdf
c. AutoPIPE_ASME_NB_Example.pdf
d. AUTOPIPE_CAESAR_Benchmarka.pdf
e. AutoPIPE_MSRS_Example1.pdf
f. Autopipe_new_user_tips_12.pdf
g. AutoPIPE_Tutorial.pdf
h. C2_AP_settings.pdf
i. Caesar_autopipe_Translation_5.pdf
j. Hot_Clash_tutorial.pdf
k. Hydrotest Tutorial_rev_6.pdf
m. Non_Linear_Load_Sequencing.pdf
n. PIPELINK_tutorial.pdf
o. ProjectWise Integration.pdf
p. Quickstart_AutoPIPE.pdf
q. StressISO_Troubleshooting.pdf
r. Tutorial - Import Coordinates from Excel to AutoPIPE.pdf
s. Tutorial - ISO 14692 FRP.pdf
t. Tutorial - Ring Main Wizard.pdf
u. Tutorial - Soil Overburden and Seismic Wave Propagation in AutoPIPE.pdf
v. Tutorial-ASME_B311_With_HDPE.pdf
w. Tutorial-ASME_ND_With_HDPE.pdf
x. Tutorial-DNV-OS-F101-2012.pdf

AutoPIPE V8i 09.05.xx.xx and lower- C:\Bentley\AutoPIPE V8i SELECTseries\

a. apdoc.pdf - AutoPIPE manual,
b. Load_Sequencing.pdf- Understanding how combinations are combined
c. ProjectWise Integration.pdf
d. AutoPIPE Quick Reference.pdf - 1 page cheat sheet
e. Quickstart_AutoPIPE.pdf - how to download and install the application
f. StressISO_Troubleshooting.pdf

3. See typical modeling approaches; Please see the following AutoPIPE help section:

Help > Contents> Contents Tab> Modeling Approaches> Modeling Approaches>

4. See example systems located:

a. Please see the following AutoPIPE help section:
Help > Contents> Contents Tab> Modeling Approaches> Example Systems>

The Example Systems provided in this chapter include the following:

Pipe-Soil Interaction: Transition Example
Water Hammer Example
Steam Relief Example
Harmonic Analysis Example

b. Additional examples:

AutoPIPE CONNECT 10.00.xx.xx and higher - C:\ProgramData\Bentley\AutoPIPE CONNECT\Examples\

AutoPIPE V8i 09.06.xx.xx - C:\Bentley\AutoPIPE V8i SELECTseries\Example\

AutoPIPE V8i 09.05.xx.xx and lower - C:\Bentley\AutoPIPE V8i SELECTseries\example

5. Review each option under menu option Help:

a. Help Desk - help manual
b. Toolbar - info on AutoPIPE toolbars
c. Tutorial - How to videos
d. Work book - modeling approaches and example systems
e. AutoPIPE News - RSS news feed about AutoPIPE release dates and free classes
f. On-line Resources - Various web links related to AutoPIPE.
e. About - Application version

6. AutoPIPE FAQ

Please see the following AutoPIPE help section:
Help > Contents> Contents Tab> Bentley AutoPIPE> Frequently Asked Questions> FAQ document>

7. Search the Bentley Be communities:

See the following Bentley Communities web page here:

Place your cursor in the Search Field and type "AutoPIPE (additional catch words) ", and press enter to see a list of entries that match your search criteria. Filter the results to just those items of interest, (i.e. forums, WIKI, etc..) 

8. Bentley Learn server here for both live and on-demand learning opportunities for the following learning paths:

    • AutoPIPE Designer Learning Path

      The Bentley AutoPIPE V8i Designer learning path is the recommended progression of professional development for Designer who use Bentley's piping analysis software AutoPIPE. Users accrue one Learning Unit for each hour of AutoPIPE training they complete. These Learning Units are Bentley Institute’s equivalent to Professional Development Hours (PDHs) and are added to a personal on-line transcript that demonstrates professional growth over time. The LIVE training and OnDemand eLearning options in the Learning Path are all based on V8i.
    • AutoPIPE Nuclear Designer Learning Path

      The Bentley AutoPIPE V8i Nuclear Designer learning path is the recommended progression of professional development for Nuclear Designers who use Bentley's piping analysis software AutoPIPE and AutoPIPE Nuclear. Users accrue one Learning Unit for each hour of AutoPIPE training they complete. These Learning Units are Bentley Institute’s equivalent to Professional Development Hours (PDHs) and are added to a personal on-line transcript that demonstrates professional growth over time. The LIVE training and OnDemand eLearning options in the Learning Path are all based on V8i.

Note: When launching an OnDemand Lecture, API not set! Error pops up, click here to fix.

4. General steps for reviewing a model:


1. Open the model in AutoPIPE

2. Press Tools> Model Consistency Check. a report will appear, try and reduce the number of warnings to 0. The goal is to see the following message when using this command:

---------------------------
Note
---------------------------
N723-25: No error detected during consistency check
---------------------------
OK
---------------------------

However there are some modeling situations that will always display a warning. Again, try and keep these warnings to the bare minimum.

Note:See WIKI here to known warning meaning and fixes.

3. Press Tools> Design Check. a report will appear, try and reduce the number of warnings to 0. The goal is to see the following message when using this command:

---------------------------

Note
---------------------------
N2182-22: No errors detected during design check.
---------------------------
OK
---------------------------

However there are some modeling situations that will always display a warning. Again, try and keep these warnings to the bare minimum.

4. Use the power of the Input grids to review the model

a. With AutoPIPE open, at any time select Tools> Settings> Grids> suggest that "Show input grid tabs with no data" be disabled (unchecked).
b. Open a model, and make the model input grids visible
c. Select the left most tab (i.e. Press/Temp/PipeID)
d. Just scan the data looking for inconsistencies
e. Move to the next tab on the right, Pipe Properties, and perform the same function of scanning the data. If you had taken the training class you would already know that any column can be reordered by increasing/decreasing values by double clicking on the column header. Spot check the pipe id in the model by selecting a Pipe property row. This will highlight only this PipeID in the model Red, clearly showing where it is being used.
f. Continue with each tab in the input grid that has data, just scan the information looking for similarities or inconsistencies.

5. Use the View> Show command

Under View> Show there are a variety of commands to display model data in different ways. Recommend reviewing all, but at a minimum use:

  • Show Operating Temperature
  • Show Operating Pressure
  • Show Pipe Properties
  • Show Hydrodynamic Data
  • Show Soil Properties
  • Show Weight
  • Show Concentrated Forces
  • Show Imposed Displacements
  • Show Thermal Anchor Movements
  • and any other show / view command that are interesting.

6. Confirm segments are connected together.

AutoPIPE 9.4 and higher has a command to select connected groups of pipe segments (Select> Connected segments>). This is a great tool to confirm if all segments are connected or if a model has a separate piping system / group when everything was thought to be connected.

7. Check to see if unintentional items are hidden from view.

a. View> Hide components
b. Segment tab of the input grid, confirm all segments have "Show" checked ON (unless intentionally hiding a segment)
c. May need to change from Solid model View to Wire Frame or Single line mode to see if an item was hidden.

8. Before performing an analysis, delete all unused items:

Select Delete>

  • Delete Unused Pipe ID,
  • Delete Unused Section ID
  • Delete Unused Soil ID

9. Before performing an analysis, review all model settings under Tools> Model Options> typical:

  • General
  • Edit
  • Results
  • and others as needed

10. Static Analysis sets:

Select Load> Static Analysis Sets> review each analysis set is correctly set up.

11. Dynamic Analysis:

Select Load> Dynamic Analysis> review each tab to be sure each is correctly configured.

12. Analyze the model: Select Analyze> Analyze All.

13. Review combinations: Select Tools> Combinations> check both code and non-code combinations. In addition, review Combination Option settings

14. Review the data:

A. Create an output report with all the sub reports checked ON.

Scan the output report looking for points that have failed code stress requirements (marked with a "**" at the end of the row). In addition, pay special attention to reviewing the following section in greater detail:

i. Model listing
ii. Stress Summary
iii. Result summary
iv. Analysis summary

15. Using the powerful features of the Results grids to interpret the data.

Example:

A. on the Code stress tab, shut off all combinations except for a selected combination, thus seeing how each combination has stressed the model in a color plot of Stress per combination.  

B. If a specific combination is causing a model to fail at a point, review each individual load case of the combination to see what is the major contributing factor (caution: the model may have concentrated forces associated with a specific load case causing the failure, review the entire model construction to understand how this may affect your results).

16. Animate load cases

In order to understand stresses in a piping system, it is beneficial to understand how the system is responding to different loading conditions. Using AutoPIPE, the user can actually watch an overly exaggerated animation of the system's displacements per load case thus helping to understand why a particular section of a seemingly symmetrical model is under more stress than another part of the piping system. Command: Results> Displacements or Mode Shapes> Enable "Animate load case " option.

17. At the end before closing the model

a. compact the model, Tools> Model compaction
b. archive the model, File> Model Management> Save Archive

Conclusion:

If all the steps above are completed, AutoPIPE will analyze the system with the appropriate calculations based on the model settings, applied load, and piping arrangement per the Code / Non-code combinations created within the model.

AutoPIPE's output reports includes but are not limited to the following:

Pipe displacements
Pipe forces and moments
Beam displacements
Beam forces and moments
Anchor forces
Support forces

Note: See the following AutoPIPE Help location to explains how to interpret these results. (eg, +/- Force, local pipe direction, etc..)

Help > Contents> Contents Tab> Reference Information> Results Interpretations> select document, (ex: Pipe Forces and Moments)

5. No results in output report (blank)

Please follow these instructions:

1. Start AutoPIPE.
2. Open a model
3. Analyze the model
4. Select Results> output report>UNCHECK (turn off) both:

____"Limit results to highlighted points"
____"Apply Filter Criteria (Result/Filter)"

Check ON: all options but above 2 items.

Press OK button.

5. Report should be displayed for review.

If report is still blank, select Loads> Static Analysis sets> confirm 1 or more analysis sets are set to be analyzed with at least one load case in each set enabled (checked ON). In addition, under Tools> Combinations> code & non-code comb. tab, confirm load case combinations are being generated and have "Print" option enabled (checked ON). Repeat above steps 1-5.

6. Files used by AutoPIPE:

A number of permanent and temporary files may be produced while working in AutoPIPE. All file names conform to Windows file naming convention. These files are created both in the current working and the program directory. This section lists each of these files (sorted by file name, and file extension), and gives a brief description of their purpose. The name used for most of the database related files is the model’s file name, with an unique file extension dependent on the purpose of that file. All files can be grouped into two general categories: formatted, and unformatted. This distinction is described below.

Please see the following AutoPIPE help section:

Help > Contents> Contents Tab> Bentley AutoPIPE> File Reference> File Management Overview

Select additional document in this section for details on the files described above.

7. Reference information:


AutoPIPE Web site 

Piping and Vessel Design and Analysis Software Product Page

New feature for AutoPIPE, see Release notes and Readme Files

AutoPIPE FAQ

AutoPIPE On demand Videos 

Sign up for Events, Webinars, Seminars, Conferences, and Learning here

Available upcoming training schedule (LEARNserver - Training Programs and Communities)

Create Service Request

Contact Us 

12. "RibbonUI.XML not found..." message appears when starting AutoPIPE, why?

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Applies To
Product(s):AutoPIPE
Version(s):ALL;
Environment: N/A
Area: Start-up
Original Author:Bentley Technical Support Group
Date Logged
& Current Version
Feb. 2017
10.01.00.09

Problem:

The following message appears when starting AutoPIPE:

---------------------------
Bentley AutoPIPE
---------------------------
RibbonUI.XML not found. Please fix the issue and re-run the

application.
---------------------------
OK
---------------------------

Why and how to fix it?

Solution:

Something was not installed correctly on the computer during the installation process. Use the following steps to help solve the issue:

1. Suggest to completely uninstall the current version. 

a. using Windows Control Panel - Program and Features or Add/Remove Program, etc.. remove following AutoPIPE related programs:

b. Confirm folders have been deleted after programs have been uninstalled:

C:\Program Files (x86)\Bentley\AutoPIPE CONNECT v11

C:\Program Files (x86)\Bentley\AutoPIPE Nozzle V8i

C:\Program Files (x86)\Bentley\AutoPIPE Translators

c. Delete user profiles by deleting following folders:

C:\ Users\ xxxusernamexxx\ AppData\ Roaming\ Bentley\ AutoPIPE CONNECT v11\

2. Download / move the installation files to the computer when application is to be installed.

3. Install application using default settings.

4. After re-installing the application should start with no warnings displayed. 

IF warning continues to display, create a Bentley Service Requestand attach a document or screen shots that lists all the files in the following folders:

i. C:\Program Files (x86)\Bentley\AutoPIPE CONNECT v11

ii. C:\ Users\ xxxusernamexxx\ AppData\ Roaming\ Bentley\ AutoPIPE CONNECT v11\

See Also

"Bentley AutoPIPE" Messages

Bentley AutoPIPE

Bentley AutoPIPE - Chinese version

Tutorial - ISO 14692 FRP

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Note:

1. User must be logged into Bentley Communities to be able to see and press Download button in upper right corner of WIKI page.

2. This file and many others are available in the following folder after installing AutoPIPE.

using AutoPIPE CONNECT 10.00.xx .xx and higher

Please see the following AutoPIPE help section:
Help > Contents> Contents Tab> Bentley AutoPIPE> Supplemental Documentation> Supplemental Documentation

using AutoPIPE V8i 09.06.xx.xx :

                    C:\ Bentley\ AutoPIPE V8i SELECTseries\ Documents (default installation folder):

Feature Overview:

ISO 14692, introduced as a Fiber Reinforced Plastic (FRP) piping code in AutoPIPE 9.5.0, is an international standard dealing with the qualification of joints and pipes for certain applications. It describes how to qualify and manufacture GRP/GRE (Glass Reinforced Epoxy) pipe and fittings, how to conduct system design and guidelines for fabrication, installation and operation.

About this tutorial 

This tutorial is intended towards users having adequate experience of AutoPIPE modeling and analysis. After completing this tutorial you will be able to understand modeling features provided by AutoPIPE for FRP piping, understand analysis options, result options and default combinations provided by AutoPIPE in regards to ISO 14692.

The approximate time required for running this tutorial is two (02) hours. This tutorial is intended to be used with AutoPIPE version 9.6.0.

The menu options and dialog controls in this tutorial are displayed in Green Italic.

Additional notes and tips are displayed in Blue Italics.

For more information on modeling with AutoPIPE, please see the following Modeling Approaches WIKI page.

AutoPIPE User interface

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Applies To
Product(s):AutoPIPE,
Version(s):All
Environment: N/A
Area: Interface
Original Author:Bentley Technical Support Group

Note: detailed information about AutoPIPE's interface can be found in the following file installed with the program: 

AutoPIPE V8i 09.05.xx and lower:

C:\ Bentley\ AutoPIPE V8i SELECTseries\apdoc.pdf

AutoPIPE V8i 09.06.xx:

C:\ Bentley\ AutoPIPE V8i SELECTseries\Documents\AutoPIPE_Tutorial.pdf

AutoPIPE Connect 10.00.00.10 and higher:

C:\Program Files (x86)\Bentley\AutoPIPE CONNECT\Documents\ AutoPIPE_Tutorial.pdf

INTERFACE:

The AutoPIPE interface is designed to simplify the task of creating, modifying, and reviewing models of any complexity.

Take some time to familiarize yourself with AutoPIPE’s interface by examining the areas of the screen annotated below.

v.11.00.xx.xx and higher


v.10.01.xx.xx and lower:

Note: the units for any dialog field entry is always located in the lower right hand corner of the application screen, as shown above. If this field is blank, the unit value is dimensionless. The displayed units are dependent upon the specified library located underTools> Model Options> General> Units file name - Input: / Output.

Use any of the following Unit formats when entering coordinates "Offset" fields (i.e., "Length," "DX/DY/DZ") use architectural units.

Note: Also refer to Tools/ Model options /Edit > "Use feet-inches display format"  option

ENTERING DATA INTO DIALOG SCREENS:

One of the main interfaces in AutoPIPE is by entering data into many of the programs dialog screens. These dialog screens are dynamically interactive; meaning that there is a specific order in which the dialog expects data to be entered, this sequence of data / options selected / check boxes may convert subsequent dependent fields to be Grayed-out / Close or become Un-grayed / Open to allow a user to enter data.

The best method for interfacing with any of AutoPIPE's dialog screens is by using the Keyboard "Tab" key.  When a dialog screen appears, press TAB key to progress through the pre-determined sequence of field selection; when on a specific field, enter data as required. This will ensure that the program is getting the correct information in an order to dynamically adjust the dialog based on the selection / check boxes  / data entered.

At this time, user's will enter appropriate values base on the Units for that dialog field / grid cell regardless of the model units being Metric or English. However, in the actual model database behind the scene, all values are converted and stored in English units. When called upon, these values are converted based on the factors mentioned in the assigned Units file and displayed on dialogs or in grids as needed. Because of this conversion process some values are rounded off automatically. A new enhancement has been logged to help this round of issue (TFS-E394189).

KEYBOARD EQUIVALENTS:

As you begin creating a model, you’ll soon become familiar with AutoPIPE’s use of dialogs to gather information from the user. Although the mouse can be used to navigate through the fields of a dialog, many users prefer the keyboard alternatives. Refer to the table below.

 

UNDERSTANDING THE ACTIVE POINT:

After defining and inserting a segment, you’ll notice that a small cross-hair appears in the drawing area. This cross-hair represents the currently active point. The active point is also displayed in the status area immediately below the drawing area (see image above).

When placing components, you should remain aware of the active point. After selecting a component type for insertion, AutoPIPE will automatically assume that you want the starting point of the component to be inserted at the active point. By default, AutoPIPE will increment the point to the next value and concatenate this with the letter that defines the current segment. For example, if you are inserting a run point on Segment A that contains nothing but an anchor point, the Run Point dialog will contain the value A01 in the Name of Point field.

MODIFICATION OF PIPING GEOMETRY:

It is not necessary for a piping system to be defined completely in a single AutoPIPE session, because AutoPIPE allows a wide variety of additions, deletions, and changes to be made. In particular:

1. New segments can be added at any time.
2. Previously defined segments can be extended at any time.
3. Existing segments can be modified, or can be deleted and replaced.
4. A complete system, or sections of a system, can be copied within the same job or between
separate jobs with automatic renumbering.
5. Components can be inserted, deleted, or modified at any time.

EXECUTING A COMMAND:

Commands can be executed in one of three ways:

      1. .. Click on one of the buttons in a toolbar.

      2. .. Select a command from the ribbon / menu system

      3. .. Key-in the command. The hotkey for each command is underlined in the menu system. As an example, to insert a bend, simply type I to go into insert mode, then B. The key-in command option requires memorization of certain hotkeys, but is an extremely efficient method of input.

See Apdoc.PDF indicated above for more valuable information.

Segments:

The model is divided into Segments which is helpful to identify and select different parts of the model. Typically, a new segment means a new branch. Segments have a direction - learn this. It is critical for insertion of points, and for interpretation of output results. Also, using View/Segment menu, users can turn on and off segments for viewing and making changes to the model. Using the Select Segment icon, users can select by segment.

Segment modeling tips to minimize the total number of segments and facilitate making modifications later.

Note: A header, where possible should be coded as one segment.

All branches should be separate unique continuous segments and avoid coding the same segment through the header to the branch or vice-versa.

Unique segments should be coded from Tee to Tee or Equipment anchor to Tee or Anchor to Anchor or Manifold header Start to End.

Avoid junction points i.e. 2 connecting segments in a straight pipe run.

Pipe Identifiers:

A segment can be made up of multiple pipe identifiers where a pipe identifier contains all the properties of the pipe for example; pipe size, schedule, insulation, material etc. Therefore to change a property like pipe material use Modify > properties of pipe identifier. To define completely different properties of a section of the model like new pipe size, use Select > Range (selected points = highlighted RED) then use Modify > Pipe Properties Over Range..., an existing pipe identifier can be selected from the drop-down list or ENTER a new 8 character name.

Inserting An Intermediate Point Or Multiple Points Between Existing Points:

  1. Click once on the point either before or after where you want to insert. TC
  2. Click the "Pipe Run" icon.

NOTES:

  • The Pipe run icon has a field for "Generate Points" (see below). Type the number of intermediate points and length (a default length will be shown e.g. 1 point = midpoint between 2 existing run points) between them if more than 1.
  • You can add a single point or multiple points either After (After is default) or Before an existing point. Before and After refers to the segment direction which the model is built.

HINT: Very useful for quickly creating equally spanned support points on a pipe rack.

Changing Offset Lengths:

If you check the box "Apply offset to all following points", it will do exactly that.

For example; if change the offset from 3 to 10 then all downstream points move the same change in offset = 7. If you don't check this option, it "slides" the point without changing the overall length of the system. Try clicking on a run point and changing offsets both ways to see for yourself. See screen below:

HINT: This function is also available from the right click menu in the Point Input grid.

Zoom:

The fastest way to zoom is to create a box window by holding down left mouse key and dragging over the area to be zoomed, then right mouse click once to zoom. This is way faster than having to click on the zoom icon each time.

NOTES:

    • Use dynamic zoom by right mouse click once to change the cursor from Pan (hand) to Zoom (magnifying glass) to Rotate. Also use the mouse scroll wheel for fast dynamic zoom on the mouse cursor.
    • Also Zoom topic above. Like CAD - 4 or 2 or 1 viewport can have different zoom settings which are saved when the model is closed. So when model is opened again - screen settings are at the same location as when the session was closed.

Navigating:

For navigating on the graphics model itself to go from point to point, use mouse clicks or use the arrow keys to navigate through the model. Arrow keys are often faster than mouse clicking. For dialog screens, use the tab key to progress to the next field, Shift Tab to go back to a previous field, or mouse click to go to any desired field. To close a dialog, it's usually faster to press the Enter key instead of mouse clicking the OK box.

To Check Model Connectivity:

Use the left and right keyboard arrow keys to move the cursor along the pipe from point to point. If the cursor stops but looks like more piping then use the up/down arrow keys to ‘jump' to the next segment (segment name changes at bottom right corner) while the point name stays the same. If the cursor does not jump to the next segment then this point is a ‘free' end point and disconnected from the remaining model. At a tee point use the up/down arrow keys to ‘jump' to the branch or header segment - the tee arrows will highlight red to indicate whether the cursor is on the branch or header side.

NOTE: A tee point may have 2 or 3 segments intersecting it.

HINT: Use AutoPIPE's V8i new Connectivity Checker, which will scan the model and check for points within a node tolerance that are not connected along a segment.

 

 

In addition, AutoPIPE V8i 9.4 and higher added a new feature under Select> Connected Segments

See Online help for details on this feature.

Selection Sets:

Not available in other Pipe Stress programs. Just as with Microsoft Word or other windows applications, you first ‘select' what needs to be modified, then they modify it. Modifications are the same in AutoPIPE. With AutoPIPE, there a number of ways to select ranges: click on one end, then hold shift key down and click on the other end.

    • The Select Segment tool  allows you to select by segment
    • The Select menu allows you to select by component (for example, select only flange points, or flex joints).
    • Select single points using the Ctrl key.

Selection sets can also be used for inserting or deleting across ranges of points or components.

Examples:

Paste across ranges, insert or delete supports across range, insert User SIF for all bends or Tees, Insert soil or distributed loads across range or modify temperature & pressure for range. Selection sets are very important in using AutoPIPE.

HINT: If you don't understand selection sets, you're not efficiently using AutoPIPE.

        • Use the Shift key to select multiple, continuous points.

        • Use the CTRL key to select multiple, non-continuous points:

        • AutoPIPE allows you to select Ranges or Component Groups and apply Loads, Supports, Soil, and many kinds of data to those selections, instead of having to simply modify one element at a time.

    View Color Plot or Other Information on the Model Graphics....

    AutoPIPE V8i 9.5 and higher

    The new feature enables the user view a color plot or pop-up information in a multitude of different styles:

    Properties:Point Names, Beam Names, Point Symbol, Length, Support Tag

    Components:Valve, Flange, Tee

    Xtra Data: Weight, Concentrated Forces, Imposed Displacements, Thermal Anchor Movements, Joint Type, User Weld Efficiency Factor, Point Static Earth Quake Factor, Reference Point, Gross Discontinuity [available ASME NB code only]

    Color Plot:Design Temperature [available ASME NB/NC/ND codes only], Design Pressure [available ASME NB/NC/ND codes only], Operating Temperature, Operating Pressure, Delta T1 [available ASME NB code only], Delta T2 [available ASME NB code only], Hydrodynamic Data, Member Static Earth Quake Factor, Pipes with Rigid Options, Soil Properties, Pipe Insulation, Center of Gravity, Segments

    Pipe Properties:Pipe Identifier, Material, Schedule, Nominal Diameter, Actual OD, Thickness, Corrosion, Insulation Thickness, Clad Thickness, Filter Pipe Properties

    Show Connected Segments: Select this TAB to toggle on/off the display of all or individual segment groups.

    Attention: see online help for details on this feature.

    If you are experiencing difficulty viewing color plots, you can change contrasting legends on-the-fly. Simply double-click an legend color to dynamically change it.

    AutoPIPE V8i 9.4 and Lower:

    AutoPIPE enables users to graphically view the model by Pipe diameter, schedule, wall thickness, pipe material, Pipe identifier, etc. There is also the option to filter using Boolean logic (e.g view all 6" and schedule 40 pipe in the model). Check this feature out as it is very useful for checking and verifying input.

        1. Select View > Show > Pipe Properites ...
        2. Specify the pipe criteria.
        3. The viewport is given a legend with the pipes displayed.

    Point Properties/Global Coordinates Tool:

    Try it, it’s useful to check pipe properties, temperatures/pressures, and global coordinates on a given point. By clicking on different points, this screen stays up, and users can quickly check their model 

      1. Select any point of interest.
      2. Click the View> Point Properties> Global Coordinates tool  (Shortcut Key: F3)
      3. The Point Properties dialog appears. This dialog is dynamically updated if a different point is selected in the main window.

    Try it, it's useful to check pipe properties, temperatures/pressures, and global coordinates on a given point. By clicking on different points, this screen stays up, and users can quickly check their model.

    Keyboard Hot Keys - Very Useful & FAST!!!

    AutoPIPE's menus have one letter underlined. The Insert menu, for example is probably, the most useful. By typing I then R you insert a run, I > B = insert bend, I > V = insert valve. After inputting your data, it's always faster pressing the Enter key instead of clicking OK.

    Another useful hot key is Ctrl T to graphically view temperatures.

    Modifying A Point Where There Exists Multiple Components

    Even a support point has both a run point and a support at the same point. First, left mouse click once on the point you want to modify to make it the ‘active' point. Next, right mouse click on the toolbar icon button of the component you wish to modify. For example, if you want to modify run point location to "slide" the support location, right mouse click over pipe run toolbar icon to change offsets. To modify a support, right mouse click over the toolbar support icon. Alternatively, to modify supports, double-click on the end of the support symbol itself on the graphics model.

    NOTES:

    • If 2 or more supports at one point then if it is difficult to double click on the support then click on the point then use Ctrl + Q (clear all selected points), use modify/support and a drop down list will appear with all the supports at the current point. Alternatively modify the support using the support grid.

    • Similarly to delete a component, click on it to highlight RED then press the Delete key or click on the delete toolbar icon

    Save And Reuse Common Piping And Support Configurations Between Jobs

    Use AutoPIPE's graphical copy/paste capabilities to store commonly used pipe configurations (pump stations for different services, for example, or common vessel configurations) or complicated expansion joints or commonly used support structures using AutoPIPE's beam/frame elements. Just copy & paste from one job to another.

    NOTE: The models must be in the same directory. Open 2 side by side sessions of AutoPIPE then copy/paste from one model to the other OR into the same model.

    This is one of the most powerful features in AutoPIPE.

    Define all the pipe identifiers for a project for the different pipe sizes, insulation, corrosion and material in one template model then use this to start a new model using already the already pre-defined pipe properties. Do not have to redefine these pipe properties again saving time and mistakes.

    Using Copy/paste + Move command are powerful tools to template and recreate similar identical plant configurations from one project to the next.

    Input Grids

    Very powerful for reviewing the data and making global changes to the input grid e.g. select multiple cells or complete column to change support friction, enter the value = 0.3 then press CTRL + Enter. Notice grayed out cells are not updated.

    NoteAll Grids are dynamically synchronized bi-directionally with the graphic plot. Select a cell or group of cells and make a change – immediately see the change on the plot and vice versa. If click on a component on the plot this will place the arrow cursor on the row in the current grid.

    To make global changes on cells with drop-down lists e.g. support type first select all cells then hold CTRL key and click on any of the cells to select the new item then CTRL + Enter to apply to all selected cells.

    Note: Multiple cells can be changed across different columns provided it is ‘like-data’ e.g. all support gaps or all offsets

    Hint: To try to different support configurations e.g. try 3 springs instead of Vstop's as shown below.  Select the supports in the Grid then hold the CTRL key down and select spring from the drop down list for one cell in the range then press Enter.

    Like Excel select columns then right click to hide or unhide them

    Sorting: Double click the header of any column (cursor shown as downward arrow); to sort the data into logical groups e.g. support types. To restore the default sort order double click on the top leftmost cell.

    Hint: This is very useful to find mistakes in the data e.g. incorrect support type, friction or gaps.

    Modify: To modify a component data through the dialog – double-click the row for the component.

    Delete: To delete a component – click on the row and press the Delete key or click on the Delete toolbar icon

    Selecting: Selecting cells or rows in any grid will Select /highlight those components on the graphic plot which can provide an accurate method of selecting components compared to graphical ‘point and click’ method. This also enables multiple random selections made by first holding the CTRL key down and mouse selecting the rows or cells – same as MS Excel.

    Zooming the Grid: Any grid can be zoomed In or Out by holding the CTRL key and pushing the mouse scroll wheel forward or backward.

    Mouse Right-Click menu: Useful functions like undo/redo, selecting All/Clear, copy/paste and custom printing available.

    Other productive features of Excel-like Grids

    Printing any grid to one page, other options to customize the header and footer with model and company information

    Input grids currently available in AutoPIPE V8i 09.06.02.06:

    Pres/Temp/PipeID

    Pressure and Temperature data or change pipe identifier over a range of points

    Pipe Properties

    Any of the pipe identifier properties.

    Segment

    Hide or Select Segments, assign Line Numbers and Apply Snow

    Point

    Component lengths, point offsets, global coordinates or point names.

    Design Pres/Temp

    Design Pressure and Temperature (ASME NB only)

    Anchor

    Anchor Stiffnesses,  hanger releases and option to transfer loads for local stress analysis using AutoPIPE Nozzle

    Support

    Support identifier, Type, support stiffness, gaps, friction and support direction

    Tee

    Tee type, additional tee parameters including automatic SIF's

    Bend

    Bend point name, bend radius, Type, define bend midpoint.

    Valve

    Length, Type, pressure rating, weight, weld connection type and weld SIF

    Flange

    Type, pressure rating, weight, weld connection type, weld SIF, ANSI flange definition

    Flex. Joint

    Length, flexible joint stiffnesses, weight and pressure area

    Reducer

    Length, SIF, cone angle, weld mismatch.

    Beam

    Beam offsets, section and material identifiers, Beta angle, rigid lengths and end releases

    Section ID

    Beam section ID

    Imposed Disp.

    Load case, translational and rotational displacements

    Concentrated Force

    Load case, applied forces and moments.

    Cut Short

    Load case, amount of cut short or cut long.

    Joint Type, SIF

    In-plane and out-plane SIF, override option, flexibility factor

    Weight

    Additional weight and offsets.

    Thermal Anchor Movements

    Thermal anchor translational and rotational displacements

    Soil

    Soil defined over range of points, length, max soil spacing and number of soil points

    Soil Identifier

    Properties of any soil identifier

    Gross Disc

    Gross point discontinuity (ASME NB only)

    Out Of Roundness

    Out of roundness (ASME only)

    Static EQ

    Static earthquake factors

    Reference Point

    Properties of reference points

    Hydrodynamic Data

    Hydrodynamic data defined on points

    Distributed Loads

    Distributed load defined on a range of points

    Rigid Options

    Rigid options defined on a range

    Restrain piping options

    Restrain piping options defined one range

    On some grids, data can be read from an library or manually updated:

    Use Tee Grid as SIF Calculator

    What Tee types will give a satisfactory stress? - Use Tee Grid as SIF calculator to make a quick check.

    Soil Identifiers are Templates from Model to Model

    Like Pipe Identifiers, Soil Identifiers can be a template and used over and over again in the model without having to re-define the properties

    Working on Large Models - Filter nodes for viewing

    Avoid time in finding and scrolling through lots of data for large models, instead  select and isolate a few segments to work on, troubleshoot and/or display results for using:

    AutoPIPE V8i 09.02.xx.xx and higher: On the Input Grids> Select the Segment Tab> "Show" column, toggle On / Off respective segments names for viewing.

    AutoPIPE XM v.09.01.xx.xx and lower: View > Segments or View > Show all components will display all segments again

    AutoPIPE V8i 09.02.xx.xx and higher:

     AutoPIPE XM v.09.01.xx.xx and lower:

     

    Isolate and Show On-screen results for Segment B only

    V8i Edition or later use new one-click toolbar icons to show/hide selected or unselected Segment. Isolate segments for editing and viewing results in large models.

    Menu Equivalent: Edit > Segments > Hide Selected / Hide Unselected / Show All



    Procedure: Select segment(s), press respective icon button on toolbar or use menu equivalent.
      

    Working on Combined Structural & Piping models

    Insert > Section Properties, select the steel sections from the libraries to be used in the model… called Section ID's

    Insert > Frame, to insert a new beam into the model. Note: Beam assemblies can be copy/pasted into the model (connected or unconnected)…useful for independent pipe rack portal frames.

    To Modify piping only, first turn off the Frame members using View > Hide Components (select Beam).

    Alternatively make the beams transparent (However while good for viewing the beams can still accidentally be selected when modifying the piping)

    Distance Calculator as a Productive Tool

    Use the graphical distance calculator to check distances and clearances between pipe to pipe or pipe to structure
    Tools > Distance or Select the distance icon on the View toolbar. Point and Click the TO and the From point. Don't have to enter the point name.

    Note: The DX, DY, or DZ offsets can be read or copy/pasted to Excel or text file

    Renumbering of Point Names

    Renumber either by Segment or across the complete model using following menu (Toolbar icon also available):

      1. Select Edit > Renumber > Segment... to renumber a single Segment

        or

        Edit > Renumber > All Points to renumber the entire model

      2. If Segments was selected, a dialog appears for selecting which segment to be renumbered.
      3. Enter a pre-defined segment and then click Select.
      4. Click Finish

    To change the point numbering options:

      1. Select Tools > Model Options > Edit. The Edit Model Options dialog appears.

      2. For the Default point name format, select either Alphanumeric or Numeric.

            Note: Alphanumeric is automatically by segment name (e.g. A00, A01, etc. for Segment A). This can be easier to identify different parts of the model later.

      3. Select the Replace all point names on renumber option if you want manually entered point names (e.g. PS01) to be renumbered as well.
      4. Click OK

    Note: Use renumbering when lots of intermediate points are inserted into the model so numbering becomes sequential again

    Utilizing the Move / Stretch Command 

    New user are not aware of the power the come from the various Edit drop down listing, Like the ability to create a whole new pipe line adjacent to the existing one without having to insert each node point.

    see the following Link: Move / Stretch Command

    Inserting a new pipe segment based on another node point in the model

    Insert a segment offset from any point or Origin, useful for building new branch pipeline or another pipe on a rack.

      1. Insert > Segment, DX = 2, B00 offset from point A13

      2. Insert Run DX = 4

      3. Insert > Run, 3 points @ 4' spacing


    Create 2nd Pipe Run Similar To The First - Copy / Paste / Edit > Move Stretch

    Users can select one point, or a range of points, and “stretch” the point or range of points, automatically changing cut lengths of the connections. Also, the Edit >Move Stretch can “slide” a component or group of components with or without changing the overall length of the system. This capability if very useful for “sliding” supports, valves, control station assemblies, expansion joint assemblies, frame assemblies from one position to another. Another good use is for pipe rack piping, copy/paste one line and offset from existing line then any changes in any direction can be made using Edit > Move /Stretch command.

     

    Copy the segment then paste using the offset options shown below either from origin or from any other selected frame or piping point in the model.

     

    Place cursor at B06 and insert a bend

    Select range below & move DX = -2

    Select Range below and move DZ = -2

    Select Range below and DY = -2. It is done 2 parallel pipelines routed using copy/paste and move commands

     

    Easy to understand Component Symbols

     

    Rendered Support Graphics

    Show Realistic Support Arrangements to Clients, Contractors or CAD Designers.

     Use transparent setting for pipe - Jacketed Piping 

    Easily create the Jacket by using the graphical Select and copy / paste functions. Select the range of carrier pipe including valves, flanges, reducers etc and pasting then connecting back onto itself… covered in advanced training

    Flanges

    In AutoPIPE, Flanges are a 1 point element with no length i.e. considers only the flange weight and type of weld connection to pipe for SIF calculation. Yes, assuming flange stiffness is same as the pipe is technically incorrect because a flange is more rigid than pipe, but no, it doesn’t affect analysis results to any significant extent in most cases. Cases you may wish to model the rigid length of the flange would be in a short stiff piping arrangement or close to equipment like pumps. If you want to input flange length, insert a pipe run and insert flanges at the mating point then select this short length and use Insert > Rigid optionsover Range (Include Weight = off, Include Thermal Expansion = off…pipe will be shown purple). AutoPIPE’s flange screen has option to do ANSI flange loading check. 

    3x Diameter or Larger Sweep Elbows

    AutoPIPE’s Bend Point dialogue screen (above example) has a Bend radius field which defaults to Long radius with pull down option for short radius. You can either select short radius or, for a large sweep elbow, click once on the Bend radius field and type the actual radius (units are in bottom right hand corner of screen)

    Guide Support

    A guide support in AutoPIPE is different than Caesar's guide element - it's equal to Caesar's 2 supports (guide and Y stop). In AutoPIPE, a guide supports the pipe in the vertical and lateral directions but not axial. Users can input gaps to remove vertical support or other directions if required. A guide support in AutoPIPE is always normal to the local pipe axis, so if the pipe is rotated the guide stays normal to the pipe which is very useful also when guides on skewed pipe.

    Note: Large gap will not display the support symbol in that direction for convenience.

    Inserting Valves, Reducers or other Components after Elbow or Tee

    AutoPIPE does not allow users to insert a component directly after an elbow without first inputting a run point from the tangent intersection point to the end of the elbow. This means that there will be 2 points, a bend point and a run point, at the same location. This is not so unreasonable since AutoPIPE’s elbow dimension is based on the tangent intersection point. For inserting valves and other components directly after a tee, AutoPIPE requires that the user first input a run of pipe after the tee before inserting the component to model the leg of the tee.

    Tee Types

    Quickly check Tee Types on the plot using the Show Tee button.

    Three Way Valves

    In putting three way valves in AutoPIPE is a bit convoluted at this time. AutoPIPE does not allow users to branch from a valve, so here is what you have to do: Divide the valve into 3 pieces, length and weight divided, and input them as separate valves, but put very short dummy runs of rigid pipe (select ‘rigid’ as pipe data identifier) in between the valves and at the branch.  Convert the run points to a Tee using the “convert run to tee” icon/button.

    See below what it should look like:

    Scale of Componnets

    If you wish to change the scale of supports or other components for proffered viewing, you can do so from the View Settings dialog.

    Viewports

    Switch between Single / Double or Quad viewports to easily work in a view which is convenient then switch back to single view. Viewports are available for editing the model AND viewing results e.g. code stresses in plan, iso and elevation views as below:

    Viewports are saved even when a model is closed and then re-opened.

     

    Node Numbering:

    Alphanumeric node numbering by segments - easy to identify which nodes relate to which parts / line numbers of the model. Adjust automatic numbering with Tools> Model Options> Edit> "Default point name format", "Default point name offset", and/or "Replace all point names on renumber" command options.

    Undo / Redo command

    Pipe Stress Work involves lots of Iterations, 99 levels of Undo / Redo are available at all times in AutoPIPE such that different support configurations can be tried and if stresses or equipment loads are worse then can easily revert back to some previous state. However, in other applications (i.e. Caesar) undo/redo is always lost when exit the INPUT module.

     

    Distance Calculator as a Productive Tool

    Use the graphical distance calculator to check distances and clearances between pipe to pipe or pipe to structure.

      1. Select Tools > Distance or click the distance icon on the View toolbar.
      2. Point and Click the TO and the From point. You don't have to enter the point name.
      3. The DX, DY, and DZ offsets as well as the straight-line distance are displayed in the status bar:

    HINT: The DX, DY, or DZ offsets can be read or copy/pasted to Excel or text file

    Graphical Point Editing

    Caesar users are used to looking at the model, then reading and entering the point name. In AutoPIPE like CAD use point and click, point names are automatically taken care of.

    Productivity Example - Add a Support

    AutoPIPECaesar
    1. Click on the Support Point
    2. Select Support Type (Friction & Gaps)
    1. Look at the Graphic Plot & Read Point Name
    2. Go to the data sheet
    3. Click on the Restraint Option
    4. Enter the Point Name
    5. Select Support Type (Friction & Gaps)
    • 2 way gaps permitted all supports
    • Guide - Both Horiz. + Vertical

    • Only 1 gap permitted
    • 2 supports required for Guide + Y

    Wind Loads

    When specifying elevations wind load profile, remember to check ground elevation is correctly defined on the main Wind screen. This applies also to wind loadings to ASCE-7 and UBC. Opening older models a warning message “negative elevations found” may indicate an incorrect wind loading across this model.

    Comprehensive Automatic Code Combinations

    VCR buttons allow fast navigation to sorted multiple maximum stresses across multiple stress categories including maximum sustained stress, thermal range and all occasionalstress combinations which Caesar does not calculate automatically.

    Code Combination Comparison

    AutoPIPE Stress PlotCaesar Stress Plot

    Thermal case 1 to 4

    What stress case is Row 18-21?

    AutoPIPE Benefits:

      • Clear Stress Plots
      • Automatically Sorted Max Stress for all combinations
      • Click & Point for all Results
      • Automatic Thermal ranging & occasional stress combinations

    If you want AutoPIPE to automatically create operating load combinations for support loads and displacements, go to Tools/Combinations and click the option Add default NonCode Combination, as shown below: Combinations for load cases are also created by default but can be unselected for printing

     

    Create User Defined Combinations:

    Select the Tools> Combinations to define a new, user-defined code or Non-code compliance combination or modify an existing one. A user-defined combination may consist of any existing load case and/or code compliance combination; however, a combination cannot be included in itself.

    Example: Create a User defined Min / Max Combination for Support Loads and Deflections

    Go to Tools >User Defined Comb. /NonCode menu. Give the combination name as e.g. Max Comb Combination method is 9 Sign Max (which ignores the sign of loads and deflections). Next, select the Case/comb for GR and your operating combinations, ignoring the theoretical loads of T1, W1, etc. Now check your output results for Support report, Deflections, or Restraint summary to see the new Max Comb results that you have created. See example below:

    Note:

    Sign Max and Res Max (Resultant Maximum) are 2 common methods to evaluating maximums from other load cases or combinations. Other methods used are Min and Max. See AutoPIPE online help for details on these features.

    Share User Defined Combinations between Models:

    In AutoPIPE, the combinations (code/non-code) for a model are stored in the *.cmb files. The option "Import combinations from file" allows the user to create the user combinations based on the user combinations from a different model. The option invokes a File Open dialog. The user can select a *.cmb file from a different model whose combinations are to be brought in the current model. The combinations can either be from code & non-code type.

    Command location: Under Tools> Combinations> Combination Options> Import Combinations File 

    Nonlinear Load Sequencing

    Whenever you have a nonlinear analysis with gaps and/or friction, the sequence in which loads are analyzed affect analysis results because the “initial state” position is dependent on which loads were analyzed before. For example, Earthquake or Wind loads analyzed after T1 (wind hitting the operating position of the piping) may calculate different support loads than earthquake or wind loads calculated just after GR (wind hitting the ambient position of piping). When doing a nonlinear analysis, first select Loads > Static Analysis Sets and check the option “Non-Linear”.

    Also refer to Load_Sequencing.pdf in the AutoPIPE XM program folder

    To define all non-linear options, modify the analysis set, and check the option “Gaps/Friction/Soil”, Click OK and the next screen appears, select the operating case to use for occasional loads like wind or seismic.

      

    For more complicated load sequences uncheck the “Use Default Sequence” box to modify the Load sequence and Enter or click OK.  See following screen shot:

       

    Reference Point to Evaluate Equipment Loads

    Insert > Xtra data > Reference Node


    Works in either Global or local coordinate systems. So anytime the nozzle is at a skewed angle to the vessel and the allowable loads at the nozzle are given relative to the nozzle axis then use the local coordinate axis system

    Note: Useful for evaluating in-line pump nozzles and manufacturer stated limits on vessels or equipment

    AutoPIPE Result Grids

    Provide powerful filtering and sorting of displacements, forces, support loads and stresses 

    Powerful Result Filtering

    This is a very powerful capability for isolating only the results you need. Example, using Result >Filter criteria/Support, you can generate a report which only shows that supports which exceed 7,000 lb. Vertical load, or have pipe deflections at the support point which exceed 5” in the X, 1” in the Y, or 4” in the Z. Result filters not only save lots of time, they prevent errors from slipping through the cracks. Result filters can be combined with graphical select (Example: output report contains only the points in the graphically selected range which exceed user defined deflection criteria).

    You can also use the Result >Filter criteria to satisfy a flange analysis, often engineers want to evaluate highly loaded flanges e.g. flanges with stress > 7000 psi. Define the filter criteria as: Select Result/Filter criteria/Code stress, code stress option = checked, greater than 7000. Click OK will highlight all points meeting this criterion. Clear the selection set then Select/ flanges then Result output report, check both options “Limit results to highlighted points” & Apply Filter Criteria (Result >Filter) to create a flange report with stresses > 7000psi.

    Familiarize yourself with this useful capability

    Default Model Settings

    When starting a new model, AutoPIPE CAE development team has predetermined a set of default settings that may be OK for some user but not for all. However, you may find that in every model that you are constantly updating the same settings for every model. Wouldn't it be nice if the program could save some default settings for when a new model is started.

    Well it can using the following commands:

    1. Tools> Model Options> Save defaults command.

    Help > Contents> Search Tab> enter "Save Defaults" (include the quotes), press List Topics button, double click on the selected topic from the list provided to see more information.

    From online help:"Options which are saved in the defaults file (AUTOPIPE.DFL) include the General, Edit, and Results Tools/Model Options dialogs"

    2. Tools> settings> Support>

    Using these commands will save time adjusting settings when a new model is created.

    However, there is another option, create a AutoPIPE template model file similar to what  most people do when using MS Word. To do this, first stat by creating a master folder for a project, create a new model, adjust all the model settings, create analysis sets, create combinations, insert commonly used pipe properties, insert soil properties etc... When completed, save the model using File> Model Management> Save Archive, with all options enabled (checked ON). This APC file is now your AutoPIPE start Template file.  

    When a new model needs to be created, copy the *.APC file from the project file to a new folder, Start AutoPIPE, select File> Model Management> Open Archive, select the APC file in the correct folder location, BAM!!! all the setting, pipe properties, etc.. are all ready, saving loads of time entering the same values and increasing accuracy of data entered (less human error entering data) . 

    Create as many template files as required for different projects.

    Note: AutoPIPE V8i 9.5 and higher can import model Combinations from another model. See "Import Combination File" command in AutoPIPE's online help for more details on this feature.  

    Understanding all the Model Option Settings

    This is IMPORTANT!!!

    AutoPIPE has a series of model settings that would aid in creation of a model, define the basic (control) parameters used for describing the piping model, user preferences, etc...

    Each of the listed items below can significantly change the program's interface and the program's output results. The user is urged to review the online help for all of these settings in each section to understand their behavior and affects in AutoPIPE.

    The following menu options are provided under Tools> Model Options:

    General Model Options

    When a new model database is created, the user is automatically prompted with the General Model Options dialog, which permits the user to define the basic (control) parameters used for describing the new piping model.

    1. Project ID
    2. Prepared by
    3. Checked by
    4. 1st Approver
    5. 2nd Approver
    6. Piping Code
    7. Edition
    8. Use Appendix P (B31.3)
    9. Include ASME CC N-755-1 (HDPE)
    10. Seismic Level
    11. Lifetime (hrs)
    12. Lifetime monitoring system
    13. SIF Code
    14. Units file name - Input: / Output
    15. Vertical axis direction
    16. Ambient temperature
    17. Number of operating load conditions
    18. Libraries - Component / Material

    Description

    Select Tools> Model Options> Model Description to display the Model Description dialog, which enables the user to enter approximately 2 page (about 8000 characters with spaces) description of the piping system.

    GUID

    Select Tools> Model Options> GUID to display the Model GUID dialog.  The Model GUID dialog displays the globally unique identifier or GUID associated with the model.  The GUID is required for the data exchange solution PipeLink, which requires a unique identifier for every AutoPIPE element and model

    Edit Option

    AutoPIPE allows the user to establish and save defaults for controlling parameters like the number of significant decimals to allow when defining offset values. To open the Edit Model Options dialog, select Tools> Model Options> Edit.

    1. Digits after decimal for coordinates
    2. Default point name format
    3. Default point name offset
    4. Replace all point names on renumber
    5. Use feet-inches display format
    6. Mass points per span
    7. Cutoff frequency
    8. Use corroded thickness in all analyses
    9. Suppress analysis warning prompts
    10. Ignore flange effect on bend stiffness
    11. Distance L/D from flange/valve to bend
    12. Include Bourdon rotational effect
    13. Pipe radius for Bourdon calculation
    14. Coincident Node Tolerance (0-no check)
    15. Levels of Undo
    16. Rigid stiffness factor
    17. Flange bolt/nut weight factor
    18. Support Rigid Stiffness - Translation & Rotation
    19. Anchor Rigid Stiffness - Translation & Rotation

    Model Result Options

    The Tools> Model Options> Result command allows the user to customize system parameters which set the format for the batch report file (SYSNAME.OUT), the screen scale factor for deflected system plots (for interactive scanning, and pen plotter dumps), and various factors related to code stress calculations. 

    1. Format (Node/Combin)
    2. Force (Global/Local)
    3. Include axial force
    4. Overwrite output file
    5. Use nominal thickness
    6. Use nom. thk. for Hoop
    7. Set SUS SIF =1 no bends
    8. Single SIF at point
    9. Set Sus/Occ SIF = 1
    10. Set Sus/Occ = 0.75i
    11. Include torsion
    12. Single SIF at tees
    13. Apply all K-factors
    14. Include results desc
    15. Include bend ovaling
    16. Include hoop bending
    17. Direct Shear (N/R/A)
    18. Total stress(Oct/Max)
    19. Apply modulus ratio
    20. Apply tee summation
    21. Sustain Margin (Y/N/E)
    22. Use min. sustained margin
    23. Long. Pressure (P/A/M/N)
    24. Digits after decimal
    25. Displacement Scale
    26. Range reduction factor
    27. Weld efficiency factor
    28. Y Factor
    29. Design factor F
    30. Temperature derating factor
    31. Design Pressure factor
    32. Minimum Stress Ratio
    33. Hoop safety factor
    34. Long. safety factor
    35. Shear allowable factor
    36. Total allowable factor
    37. Interm. stress points
    38. No. of thermal ranges
    39. Include Max Range comb
    40. Use code case 178
    41. Include Axial,Pcase in Sustained
    42. Use Alt Occ Allowable
    43. Apply circ w factor
    44. Use theoretical Sec Mod
    45. Show rigid tee stress

    Additional Fields for B31.3 2010 edition.

      1. Set Occasional SIF=0.75i

    Additional Fields for B31.4 Offshore and B31.8 Offshore.

      1. Hoop Design Factor - F1
      2. Long. Design Factor - F2
      3. Combined Dsgn Factor - F3

    Additional Fields for CSA-Z662 Offshore.

      1. Func. Design Factor - F1
      2. Func+Env Dsgn Factor - F2

    Additional Fields for SNiP 2.05.06-85 Oil & Gas.

      1. Use Axial in Hoop Allow

    Additional Fields for EN13480 European code.

      1. Use min(f;fcr) for Hoop

    Additional Fields for ISO 14692

      1. Set Hoop SIF = 1 (bends)
      2. Sustained Factor-f2
      3. Sus.+Thermal Factor-f2
      4. Occasional Factor-f2

    Buried Pipe Result Model Options

    The buried pipe result model options dialog is used to specify the options required in calculating soil overburden loads and through wall bending stresses. The dialog is divided into three tabs: General, Adams et. al. and HDPE Piping.

    1. Circ. wall bending stress calculation method
    2. Soil input parameters set to be used for calculations
    3. Add Circ. Bending stress to Sustained
    4. Use min(Sh-SL, Sh-f) as sustained margin
    5. Ring Bucking allowable safety factor
    6. ASCE 2001
    7. Display circ. wall bending & ring buckling in code compliance
    8. Thermal case used for seismic wave propagation load
    9. SAM case combined with seismic wave propagation
    10. Seismic + thermal allowable factor
    11. Display seismic + thermal combinations in code compliance
    12. Building settlement load case
    13. Display building settlement category in code compliance

    Save Defaults

    The Tools> Model Options> Save Defaults command allows the user to save all customized system parameters in the current model as defaults for all newly created models in the current directory using the File/New menu option. Options which are saved in the defaults file (AUTOPIPE.DFL) include the General, Edit, and Results Tools> Model Options dialogs. If a new model is created in a working directory, the defaults file in the working directory will be used first. If the defaults file does not exist in the working directory, then the defaults file in the program directory (if existing) will be used instead.

     

     

     

    See Also

    Bentley AutoPIPE

    External Links

    Bentley Technical Support KnowledgeBase

    Bentley LEARN Server

    Comments or Corrections?

    Bentley's Technical Support Group requests that you please submit any comments you have on this Wiki article to
    the "Comments" area below. THANK YOU!

    C:\Bentley\AutoPIPE V8i SELECTseries5\Documents

    01. What options are available to increase the participation factors in a model with multiple disconnected systems in AutoPIPE?

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    Applies To
    Product(s):AutoPIPE
    Version(s):ALL;
    Environment: N/A
    Area: Report
    Original Author:Bentley Technical Support Group
    Date Logged
    & Current Version
    Feb. 2017
    10.01.00.09

    Problem:

    What options are available to increase the participation factors in a model with multiple disconnected systems in AutoPIPE?

    Solution:

     The participation factors can be increased by increasing number of mass points so that missing mass at the supports is minimized. However, that may not be effective for all models. Another way to have more mass is to add more modes up to the limit of 999. Change the Modal analysis setting for  number of modes to 999, before analyzing the model 

    In large models with multiple disconnected systems (segments that represent other systems of piping not all connected in one group, check groups of segments by pressing Select> Connected Segment> provides a list of segment groups or disconnected segments) another more effective way is to reduce the model size, so that more modes can be analyzed in a smaller model.

    If needed, create a new model for each disconnect found in the original model. If some of these disconnected piping has a much larger frequency, then you will not get a single mode for that subsystem and the analysis may not be correct even if there model achieves 95% modal participation.

    For ZPA option, this options will essentially impose a static force just like static earthquake analysis and would apply to subsystems with no frequencies. Subdividing the model is more important for shock or water hammer type of loading since the loading have a higher frequency.

    See Also

    "Frequencies" sub-report

    Bentley AutoPIPE


    02. Why a simple cantilever system doesn't match hand calculations for Modal Analysis in AutoPIPE?

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    Applies To
    Product(s):AutoPIPE
    Version(s):ALL;
    Environment: N/A
    Area: Results
    Original Author:Bentley Technical Support Group
    Date Logged
    & Current Version
    Feb. 2017
    10.01.00.09

    Problem:

    Why a simple cantilever system doesn't match hand calculations for Modal Analysis in AutoPIPE?

    Example:

    A very simple cantilever model for verification of the calculation of natural frequency of a piping system. To verify the accuracy of AutoPIPE frequency calculations, see the following model:

    The pipe section chosen was 4" STD (sch 40) pipe with OD 4.5", ID 4.026", with no corrosion allowance and a density of 0 for the contents. The material chosen was API5L?B at a room temperature of 70 deg F. The model was built using a single element, with one end rigidly fixed in all directions and the other end free. The modal run resulted in a natural frequency of 32.6473 Hz. Please see attached output from AutoPIPE.

    Hand Calculation
    This simple model can be hand calculated using standard published formulas in closed form. The hand calculated natural frequency is 47.12 Hz as follows:

    C is a constant that is 3.52 for the 1st mode. 
    E = 29.5x106 psi. 
    I = 7.23259 in4, 
    w = 10.78 lb/ft = 0.898 lb/in.
    g = 386 in/sec2. 
    L = 60".

    ANSYS FEA Comparison:

    A model of the same system was made with ANSYS 11.0. the results were, 47.22 Hz using a single element model as well that is identical to the AutoPIPE model.

    Discussion:

    One should expect the AutoPIPE natural frequencies to be lower than using an ANSYS beam model for common systems due to the flexibility of elbows in ANSYS models the elbow flexibility as well. However, should be no reason why the simple cantilever system doesn't match hand calculations

    Solution:

    The natural frequency formula assume a uniformly distributed weight. In AutoPIPE the weight is lumped at the nodes. So ½ the weight is placed on each end.

    In order to simulate the natural frequency, additional mass points can be added. Either actual or automatic points can be added. When the automatic mass point option is used (Tools> Model Options> Edit) with cut-off frequency set at 200 Hz, the first mode frequency will be 44.5. When the cut-off frequency is higher at 2000 Hz, the frequency becomes 46.4 Hz.

    See Also

    "Frequencies" sub-report

    Bentley AutoPIPE

    03. Why does AutoPIPE state that the frequency sub-report for all the pipe runs are the same?

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    Applies To
    Product(s):AutoPIPE
    Version(s):ALL;
    Environment: N/A
    Area: Results
    Original Author:Bentley Technical Support Group
    Date Logged
    & Current Version
    Feb. 2017
    10.01.00.09

    Problem:

    Why does AutoPIPE state that the frequency sub-report for all the pipe runs are the same?

    Example:

    Modeling large runs of overland piping on multiple disconnected systems. Performed a Dynamic analysis with a modal analysis to find out the frequency of the piping.

    Result: The frequency for the whole pipeline is said to be the same!

    Practically the pipe runs between different anchors and different segments should have a different frequency due to the different stiffness and weight plus the pipelines should not interact with each other across anchors and for completely different segments?

    Solution:

    The natural frequency formula assume a uniformly distributed weight. In AutoPIPE the weight is lumped at the nodes. So ½ the weight is placed on each end.

    In order to simulate the natural frequency, additional mass points can be added. Either actual or automatic points can be added. When the automatic mass point option is used (Tools> Model Options> Edit) with cut-off frequency set, for example, at 200 Hz, the first mode frequency will be then be calculated, for example, to 44.5 hz. When the cut-off frequency is higher, for example, 2000 Hz, the frequency would than be calculated, for example, to 46.4 Hz.

    See Also

    "Frequencies" sub-report

    Bentley AutoPIPE

    04. What is the meaning of "Total captured modal mass (%)" in a Frequencies sub-report in AutoPIPE?

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    Applies To
    Product(s):AutoPIPE
    Version(s):ALL;
    Environment: N/A
    Area: Results
    Original Author:Bentley Technical Support Group
    Date Logged
    & Current Version
    Feb. 2017
    10.01.00.09

    Problem:

    Can you please provide some more information about the meaning of "total modal mass"?

    Is a level of 90% always recommended for a dynamic analysis and is it possible to increase this further? 
    How accurate are the results expected to be for a total modal mass of 90%?

    Because of the difficulties we have had in setting up the AutoPipe model for this type of analysis, we also constructed a beam model using FEA in ABAQUS. This takes more effort to set up but we can get more detailed output such in the attached plot which shows the time history of the lateral reaction forces on one of the guides. As can be seen in the summary below, the reaction forces from a static analysis are very similar. However, the maximum reaction force from the dynamic analysis in AutoPipe is about 90% of the value predicted by the FEA. At this stage I would guess that the FEA is more accurate but do you have any comments?

    Solution:

    Please see the following AutoPIPE help section: 

    Help > Contents> Search Tab> enter "Missing Mass and ZPA Correction" (include the quotes), press List Topics button, double click on the selected topic from the list provided to see more information.

    For information on how modal mass is calculated.The modal mass in the frequency report does not apply to time history loading unless it is earthquake load.

    The analysis summary report will include the missing and added modal mass. AutoPIPE does not have missing mass option for time history. The ZPA option should be used instead.

    The total modal mass is a measure of how good are the results, but that does not give a direct measure of accuracy. That is 90% does not mean you have 10% error in the results. In some cases the load frequency is 300 Hz and analyzing with 200 Hz cut-off frequency (with 95% modal mass) can still give very large errors.

    In order to capture more modal mass, automatic mass points needs to be added in Tools> Model Options> Edit up to cut off frequency. Cut-off frequency should be increased and analysis performed up to cut-off frequency to have more modal contributions.

    AutoPIPE applies half the mass of attached pipe to anchor point. I am not sure if ABAQUS does that as this may cause some differences. When adding more mass points, anchor or support mass is reduced.

    See Also

    "Frequencies" sub-report

    Bentley AutoPIPE

    05. Why are there different Participation Factors and Captured Modal Mass results on different analysis runs where nothing has been changed in the Frequencies sub-report in AutoPIPE?

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    Applies To
    Product(s):AutoPIPE
    Version(s):ALL;
    Environment: N/A
    Area: Results
    Original Author:Bentley Technical Support Group
    Date Logged
    & Current Version
    Feb. 2017
    10.01.00.09

    Problem:

    Why are there different Participation Factors and Captured Modal Mass results on different analysis runs where nothing has been changed in the Frequencies sub-report in AutoPIPE?

    Solution:

    Although a model may appear symmetric. l, see the frequencies are repeated. This happens for example for a vertical pipe supported on the ground. The first mode vibration can be in any horizontal direction, with same frequency. It will have one X and one Z mode with same frequency. But since X and Z are arbitrary for the structure, any two modes that are orthogonal will be fine and that is the reason the participation factors are changing and that should be fine.

    If so concerned, AutoPIPE can force the modes to be in X and Z instead of skewed in XZ plane. That can be done if the model is updated with a slightly different support or anchor stiffness in X or Z. e.g instead of RIGID. Recommend using a value close to rigid value. The rigid value is in the Tools>Model Options> edit>.

    Notice the participation factors are flipped from X to Z to make it orthogonal.

    See Also

    "Frequencies" sub-report

    Bentley AutoPIPE

    "Frequencies" sub-report using Results> Output Report in AutoPIPE

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    Comments, Questions, and Answers with AutoPIPE's Output "Mode Shape" Sub Report:

    Notes

    #1:

    Natural frequency and mode shapes are property of the structure and depend on the mass and elasticity. They describe the tendency of the structure to vibrate when subjected to dynamic loading. Number of frequencies and mode shapes with which a structure can vibrate depends on the number of mass degrees of freedom in the structure. Mode shapes describe relative displacement of the structure (mass normalized). Number of mode shapes and frequencies required depends on the frequency of the applied load.

    #2:

    Mode shape #1 occurs at a frequency, that is the fundamental frequency or the 1st natural frequency. Each mode shape after that frequency up to the cut-off frequency are additional natural frequencies of the system.

    #3:

    The participation factors are the mass participation factors which are used directly in a dynamic analysis to calculate the dynamic response. The sum of the participation factors times the mode shape at each natural frequency should equal 1.

    The mass participation factors indicate an amount of the lump mass in the system which contributes to the mode shape. Typically the higher values of mass participation factors appear in the first modes.

    These Participation Factors are normalized by the equation: 

    However, not to be confused with mass normalized which means that the modal displacements are divided by the the following transformation:

    Participation Factors are not so much as an indication of percentage of mass associated with each mode, but more the actual lumped mass in the system associated with each mode. 

    One reference book is "dynamics of structures" by Klough and Penzien

    #4:

    When looking at the frequency output report, the last column on the far right (Percent Average) provides the user with how much of the mode shape is contributing to the total captured mass of the system. As an iterative approach the modal analysis settings "cut-of frequency" in the model can be incrementally increased to achieve a suggested total of between  75% - 100% participation. As higher cut-off frequencies are entered there will be a point where the higher modes do not contribute as much to the total vs the lower modes. Therefore, no need to analyze with any higher modes as they are not contributing to the results. 


    Item #1: What options are available to increase the participation factors in a model with multiple disconnected systems?

    Item #2: Why a simple cantilever system doesn't match hand calculations for Modal Analysis?

    Item #3: Why does frequency sub-report for all the pipe runs have the same results?

    Item #4: What is the meaning of "Total captured modal mass (%)" in a Frequencies sub-report

    Item #5: Why are there different Participation Factors and Captured Modal Mass results on different analysis runs where nothing has been changed in the Frequencies sub-report?

    Item #6: Where exactly is the note at the end of the Frequencies sub-report, " Note: Participation factors and captured modal mass apply ..." referring too?

     

    See Also

    Analysis Sub-report

    Bentley AutoPIPE

    06. Where exactly is the note at the end of the AutoPIPE's Frequencies sub-report, " Note: Participation factors and captured modal mass apply ..." referring too?

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    Applies To
    Product(s):AutoPIPE
    Version(s):ALL;
    Environment: N/A
    Area: Results
    Original Author:Bentley Technical Support Group
    Date Logged
    & Current Version
    Feb. 2017
    10.01.00.09

    Problem:

    Where exactly is the note at the end of the AutoPIPE's Frequencies sub-report,

    Note: Participation factors and captured modal mass apply
    only to Response Spectrum and Earthquake Time History
    load cases. Captured modal mass for other load
    types can be found in the analysis summary sub-report.

    referring too? 

    Solution:

    As mentioned in the message create a output report that includes an Analysis Summary subreport:

    After creating the output report go to the Analysis Summary sub-report, ans search for "     TIME HISTORY LOAD CASES :"

    See reported Load case details, example:

     

     

    See Also

    "Frequencies" sub-report

    Bentley AutoPIPE

    09. North Arrow in AutoPIPE model

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    Applies To
    Product(s):AutoPIPE,
    Version(s):2004, XM, & V8i
    Environment: N/A
    Area: Graphics
    Subarea:
    Original Author:Bentley Technical Support Group

    Comments, Questions, And Answers about North Arrow in AutoPIPE

    Item #1, Comments:

    a. The North Arrow is a graphic indicator to orient the user to the model.

    b. The North Arrow has no bearing on the results or when combining 2 models together.

    c.  North Arrow is independent of the Global Axes option, means if Global Axes are disabled and North Arrow is enabled the North Arrow will be displayed on the screen.

    d. The angle of the north arrow is measured on a horizontal axis in clockwise direction. The reference axis will be Global +X in Y-up coordinate system and Global +Y for Z-up coordinate system.

    e. Unit of the angle depends on the model's units.

    f. When using AutoPIPE CONNECT 10.01.00.09 and lower, the North arrow setting is not saved with the model, a new enhancement has been logged so that the north arrow setting is saved with the model. (TFS-E121889: Save North Arrow directional settings with the model).

    g. always use a +ve number in the View> Settings> North arrow angle setting, as a -ve number is not save correctly and will revert to the same vale as a +ve number. Example, if setting was changed to -90 deg. After the model and AutoPIPE was closed and reopened, the setting would revert to +90 deg. Recommend changing the value to 270 deg instead of -90. 

     

    See Also

    Bentley AutoPIPE

    External Links

    Bentley Technical Support KnowledgeBase

    Bentley LEARN Server

    Comments or Corrections?

    Bentley's Technical Support Group requests that you please submit any comments you have on this Wiki article to
    the "Comments" area below. THANK YOU!


    13. Settings Enhancements for AutoPIPE

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    Applies To
    Product(s):AutoPIPE,
    Version(s):V8i
    Environment: Enhancements & Defects
    Area:
    Subarea:
    Original Author:Bentley Technical Support Group

    The following Tool> Model Option> Enhancements and Defects have been logged for inclusion into a future version of AutoPIPE:

    Note: if an enhancement has not been added to the program, log an Service request for that enhancement. The more requests logged per an enhancement, the quicker the CAE development team will add that feature to the program.

    TFS-E565484:

    Add option to assign horizontal Global axis designations

    Description:

    The time honor tradition is to rotate the entire model to match a specific Axis orientation in the program. Instead, suggest adding features in the program where the user can specify the horizontal axis.

    Example:

    Per default iso view, horizontal left is Z axis and horizontal right is X, add a feature to swap or flip these designation. Therefore default iso view horizontal left is X axis and horizontal right is Z axis. Also consider the ability to assign these as -ve axis of current setting, X-axis becomes -X axis, etc..

    Updated Version: TBD

    TFS-E187234:

    Add feature to specify or report max. spacing of mass points per span

    Description:

    Add feature to specify or report max. spacing of mass points per span when "Mass points per span" setting is non-zero.

    Updated Version: TBD

    TFS-E138195:

    Add option to enter acceleration due to gravity

    Description: 

    Under Edit options or Tools/Settings

    Development Project:  TBD

    TFS-E126889:

    Consider axial force in selection of load pair for Max Range combination

    Description:

    Currently Max Range combination only considers maximum resultant moment for selection of load cases for Max Range combination. The axial force should also be considered when selecting the load cases.

    Development Project : TBD

    TFS-E126888:

    Add details to online help regarding selection of Max Range load cases.

    Description:

    Currently the online help does not clarify how the load case selection is made for Max Range combination. The online help should include the following note so that the user is clear on the selection procedure (under help topic for "Include Max Range comb" Result Model Option):

    Max Range combination considers the pair which results in maximum resultant stress. Currently, axial force effects are ignore for max range combination.

    Development Project : TBD

    TFS-E121889:

    Save North Arrow directional settings with the model

    Description:

    Add a feature to save the North Arrow "Angle From X-Axis" and "Show North Arrow" settings between models.

    Development Project : AutoPIPE CONNECT 11.00.00.22 and higher

    TFS-75309:

    Update "Use nominal thickness" default settings Load Menu: two menu items have same keyboard shortcut key

    Description:

    Update default thickness used for calculations for all piping codes:

    - For B31.4 Liquid transportation, the default should be "Use nominal thickness" as checked

    - Update online help to include defaults - also comment on corroded or reduced for all piping codes

    - Update defaults for all piping codes by going through the piping codes and remove any inconsistencies

    - In online help for "Use nominal thickness":

    > Provide a table (copy of existing) for "Use nominal thickness" (See attached image).

    > Define tnom, tcor, and tred.

    > Define calculations used for cross sectional area and section modulus.

    Development Project: TBD

    CAE-CR-8922

    Add feature to assign Y-factor to pipe properties

    Description:

    The Y factor is used in hoop pressure stress calculations. This factor depends on the type of steel and could vary by temperature (and by wall thickness for thick pipes). Presently, the application only allows for one y-factor per model.

    Being a temperature and material dependent variable, a system may require many different Y-factors.

    Add feature(s) to assign multiple Y-factors to different node points.

    Development Project : TBD

    See Also

    Bentley AutoPIPE

    External Links

    Bentley Technical Support KnowledgeBase

    Bentley LEARN Server

    Comments or Corrections?

    Bentley's Technical Support Group requests that you please submit any comments you have on this Wiki article to
    the "Comments" area below. THANK YOU!

    Is this a Valid combination using AutoPIPE?

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    Applies To
    Product(s):AutoPIPE
    Version(s):All
    Environment: N/A
    Area: Combination
    Subarea:
    Original Author:Bentley Technical Support Group

    Problem:

    AutoPIPE provides the user the ability to create user Code and Non-code combinations. When creating these combination the user can specify any one of 10 combination methods and add up to 10 load cases to be applied to the combination as indicated on the Code and Non-code Combinations dialogs below: 

    User beware, not all combinations are valid combinations. There are limitations on the user combinations that can be created. So what constitutes a valid or invalid combination?

    Solution:

    First, start by reading the following AutoPIPE help section: 

    Help > Contents> Search Tab> enter "Rules for Creating User Combinations" (include the quotes), press List Topics button, double click on the selected topic from the list provided to see more information.

    Before creating any user defined combination, the user should know which type of analysis was performed on the model; a Linear Analysis or a Non-Linear analysis. Knowing this is key to creating user defined combination. For Linear Analysis, the model analysis does not consider any gaps, friction, or soil properties. However for a Non-linear analysis the model does consider any gaps, friction, or soil properties. In addition, a Non-linear analysis is subjected to a load sequence (i.e. first apply Gr, then apply T1, etc..) where a Linear analysis is not (Load cases GR, T1, are all applied at the same time). 

    Almost any combination is valid for a Linear analysis, but that is not the case for a Non-linear analysis. Please see the following WIKI page to completely understand Load sequencing here. After reading this documentation, you will understand that the results of the individual load cases are added together to get the combined operating condition results.

    Example: (seen in the "Non_Linear_Load_Sequencing.pdf"): 

    The results from the individual load cases, Gr...T1....E1, are added together to get the results of the operating combination GrT1E1

    Because of AutoPIPE's Non-linear load sequence, for each load case the initial location of the pipe is critical before applying the current Load case. Example: consider a pipe resting on a V-stop support with a gap of 0.2" both sides:

    1. Typically the initial load case for Gravity (GR) is the non deformed shape of the piping / support arrangement that has been modeled. 

    2. Gravity (GR) is applied, a downward force is applied on the support, but there is no vertical or lateral movement of the pipe. AutoPIPE calculated the results due to this load and are saved under the GR load case

    3. Temperature (T1) is now applied, this causes the pipe to move, 0.2" to the left:

    Again, AutoPIPE calculated the results due to this load and are saved under T1 load case. The calculations take into account the friction force due to pipe movement to the left and allows the pipe to move no more than the specified gap distance = 0.2". In this case, the pipe movement closed the 0.2" gap and as a result, there was a lateral load on the support.

    4. Earthquake (E1) is now applied, this causes the pipe to move, 0.306" to the right:

    Again, AutoPIPE calculated the results due to this load and are saved under E1 load case. The calculations take into account the friction force dues to pipe movement to the right and allows the pipe to move no more than the specified gap distance (0.4"). In this case, the pipe is restrained from moving to the left because of the initial load case pipe position (0.0" to the left, but a total 0.4" to the right), The pipe displaced 0.306" to the right and now there is no lateral load on the support. 

    5. Analysis is completed and now combinations can be created. The combination of GrT1E1 adds the results from the save information during the analysis phase above. The results of GrT1E1 = has a total displacement of 0.106" to the right with no lateral load on the support.  

    This a valid combination and the results are correct.

    *** Important Note ***

    Remember the importance of Load sequencing for NonLinear analysis. Review your model's Analysis summary report for Load cases analyzed and load sequence used by the program. This is vital information to understanding why a combination may be considered valid / invalid:

    An example of an invalid combination:

    Item #1

    Same eample shown above with the following twist, instead of 1 static earthquake being analyzed there are 3 (i.e. E1, E2, E3). As a result there are 3 different locations for the pipe movement due to these load cases. After the analysis was completed 2 new user defined combinations were created: SRSS(E1,E2,E3) and GT1+SRSS(E1,E2,E3).

      

    Are the results from this new set of combinations valid?

    Answer:

    In short, the answer is: No. 

    Reason, when Load case E1 was applied, the program knew the location of the pipe and the allowed gap spacing in all directions, the same applies for E2, and E3. However, the combination SRSS (E1,E2,E3) is calculating a new resultant based on the results of these 3 load cases. This new resultant does not take into consideration the position of the piping to know who much gap space is allowed in all direction before coming into contact with the support. SRSS (E1,E2,E3) in a non-linear analysis is not a valid combination nor should it be used in other combinations (i.e. GT1+SRSS (E1,E2,E3). The results from these combinations are wrong.

    However, these 2 new user combinations would be a legitimate combination in a Linear analysis.  

    Item #2:

    Are both of the following combinations correct?


     

    Answer:

    Short answer: your first question after reading the the above information on this WIKI page should have been, what type of analysis is being used; Linear or Non-linear

    Again the type of analysis is very important.

    Non-linear analysis

    Due to load sequence, combination GT1U1 is valid, but GT1U1U2U3 is NOT valid. The reason is that the initial case for U1, U2, and U3 are all set to T1 (see below): 

    In order for GT1U1U2U3 to be a valid combination the initial case for U2 would need to be set to U1, and the initial case for U3 needs to be set to U2. However, the following is displayed when trying to set the initial case for U2 and U3 to another occasional case:

    ---------------------------
    Error
    ---------------------------
    E87-20: Invalid load case for initial state.
    Initial state cannot be a user load case.
    ---------------------------
    OK
    ---------------------------

     This was originally added at the inception of the programming to prevent looping or nesting issues, However a new enhancement has been logged to allow this functionality. 

    Linear Analysis

    If a linear analysis was performed, since there is no load sequence in a Linear analysis both of these combinations would be valid. 

    Item #3:

    Whether it is correct to use a combination of the maximum load in one case for code and non-code comb.?

    ie. GRT1P1+MAX ACCELERATION+MAX WIND+GREAN SEAS

    T1 - design temp

    P1 - design pressure

    Can we created loads based on DNV-RP-D101 APPENDIX G?


    Answer:

    It will depend on whether you are using linear analysis or non-linear analysis.

    If you are using non-linear analysis, then the load sequencing is important, and combining results like you mentioned would be inconsistent.

    However, if you are using linear analysis then the principle of load superposition applies and you can create code and non-code combination as you mentioned in your example.

    Item #4: 

    Is it possible to combine a non-linear load case with linear load cases Example: GT1E1+S1 (Gravity + Temp+ Static Earthquake + SAM? What if the non-linear combination closed the gaps before the SAM is applied? 

    Answer:

    Gravity, Temperature, and Static earthquake were performed as a Non-linear analysis while S1 (SAM - Seismic Anchor Movement) is always performed as a Linear  analysis.

    It may not be a consistent approach to combine non-linear load case with a linear load case. Non-linear analysis need to have initial states defined for subsequent load cases that are to be analyzed. This type of combination (non-linear load case combined with linear load case) would not be an accurate representation of the system.  

    As a potential workaround, a SAM case is modeled as impose support displacement. Consider removing the actual SAM load case from the combination and replace the SAM load case with individual impose support displacement assigned to the respective Static Seismic load case.  

    Item #5:

    What does Purple highlighted combinations mean?

    Answer:

    Using AutoPIPE CONNECT 10.00.00.10 and higher, there is a new color legend feature. Please see the following AutoPIPE help section: 

    Help > Contents> Contents Tab> Command Reference> Tools & Utility Commands> Combinations> Display Combinations> scroll down to see Color Legend:

    Select the hyperlink for Combination Validation for complete details about Purple highlighted combinations. This leads to another page in the help that discusses in details the logic behind the coloring of a particular default or user combination.

    Note: Load case like Thermal 1 or Pressure 1 load case will be colored purple on the non-code dialog. Why? Because, these are load cases and not full operating conditions. The results for these load cases are based on an initial case being applied. Remember, consider operating conditions (i.e. GrT1P1) for analysis, and only review the individual load cases (ex. Gr, T1, P1) to understand why the operating condition results are such.

    See Also

    Combination Load Cases

    "Non-Code Comb." tab

    Bentley AutoPIPE

    W31-86: No allowable stresses are available for the selected material in the material library warning message in AutoPIPE

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    Applies To
    Product(s):AutoPIPE,
    Version(s):All
    Environment: N/A
    Area: warning
    Original Author:Bentley Technical Support Group

    Problem:

    The following appears when I select a material on the pipe properties dialog screen, how to resolve?

     

    ---------------------------
    Warning
    ---------------------------
     W31-86:   No allowable stresses are available for the selected
     material in the material library, program will use existing data.
    ---------------------------
    OK  
    ---------------------------
     

    Solution:

    As mentioned on the warning message, there is no allowable stresses available for the selected material in the material library, program will use existing data that was preset when the dialog was first opened or uses 0.00.

    Anotherwords, based on the Tools> Model Options> General> Material Library selection, and Pipe Property> Pipe ID> Pipe Material selection, there is no allowable values available to be used in populating the respective dialog(s) fields. 

    Note: See image above, because Auto is grayed out and unchecked is a key indicator that the value in the next field is not a library returned value and is the responsibility of the user to validate the value used in the next field. 

    Therefore a warning, W31-86, is displayed for your knowledge and suggestion to make manual adjustments as necessary. 

    A material library is broken up into 2 or more sections, typically Material section and Specification section. The Material selection has general temperature related data (i.e. Theremal Exp, Young's Mod). However the Specification section has detailed temperature related data (i.e. Yield Stress) that includes allowable stress information.

    Example, standard pipe matrial like carbon steel (CS) would be listed in the Material Section, because there are literally hundreds of different types of carbon steels all with different Allowable values. However a specific code dependent pipe materials like carbon steel ASTM A53-A would be listed in the Specification section of the material library. This material would have documented Allowable values that would be used to populate the various dialog fields required by the program.

    In the event this warning message W31-86 appears, you have the following options:

    a. Select a different material that has code allowable data in the material library

    b. Or, manually enter values for both the Pipe Properties dialog and Operating Press/Temp dialog as required.

    c.. Or, accept the default values already populating those locations.

    For added information, please see the following AutoPIPE help section:

    Help > Contents> Contents Tab> Reference Information> Libraries>:

    Standard Pipe Materials

    Code Dependent Pipe Materials

    See Also

    "Warnings" Messages

    Bentley AutoPIPE

    02. Why are the results from AutoPIPE results different than other programs ?

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    Applies To
    Product(s):AutoPIPE
    Version(s):All
    Environment: N/A
    Area: Results
    Original Author:Bentley Technical Support Group
    Date Logged
    & Current Version
    Apr. 2016
    10.01.00.05

    Comparing the results from AutoPIPE against other programs, why are they the same or different?

    Answer:

    Note: AutoPIPE's calculations are subjected to the most rigorous testing standards in the industry - ensuring the most accurate output results are produced. AutoPIPE is currently certified against ASME NQA-1; US Code of Federal Regulations, Title 10, Part 50, Appendix B; 10CFR21/10CFR50; ISO 9001; and ANSI/ASME N45.2. AutoPIPE has been and continues to be, successfully tested and audited by most major companies in the piping arena, consistently outperforming the accuracy rate of our competitors.

    Genereal Reasons

    Reason #1: Analysis Method

    One of the major contributors in answering this question is directly related to how analysis are performed in AutoPIPE compared to how they are performed in other programs. There are only 3 general methods used by most stress analysis computer programs to solve non-linear analysis (see the WIKI page here for details about these 3 general methods). Therefore it goes without saying if the programs are using different analysis methods than the results may be close but may never be exactly the same. 

    Apart from the basic analysis method employed by a program, there could be other assumptions made by an application which could be different to other applications. For example, for any component which is set as rigid, AutoPIPE would multiply the modulus values of that component by 1000.0. Other applications may have a slightly different approach for definition of rigid components. This may impact the analysis results slightly. Other examples could be how an application defines curves elements, reducers, or flexible joint.

    Reason #2: Model input is identical

    Another major contributor to why results may differ between models and applications is often related to the model input listing. Are the models represent in both programs exactly the same (i.e. Pipe properties, support bearing directions, soil spring data, analysis settings, load cases i.e. Wind ,Seismic, dynamic loads, etc..). Any deviation between the input listings would significantly alter the results comparisons. Again, the entire input listings must match exactly. 

    Reason #3: Code Calculations are performed differently

    Another major contributor to why results may differ between models and applications is often related to the model input listing. Are the models represent in both programs exactly the same (i.e. Pipe properties, support bearing directions, soil spring data, rigid support/anchor stiffness values, analysis settings, load cases i.e. Wind ,Seismic, dynamic loads, etc..). Any deviation between the input listings would significantly alter the results comparisons. Again, the entire input listings must match exactly. 

    Detailed Reasons

    Comparing AutoPIPE and caesar:

    1. A major difference between these 2 programs that leads to different results is the analysis approach used by each application, see General Reason #1 above for details. AutoPIPE uses Operation Condition approach, while caesar uses Algebraic Subtraction approach (which is a questionable approach to accurate stress analysis).

    2. Some bearing support directions are not exactly the same. Confirm bearing direction supports. 

    3. Analysis Settings / Configuration options in both applications must match.

    4. rigid support and Anchor Stiffness match.

    5. Weight and Stiffnesses of all valves match

    6. Conversion of units from English to Metric / SI

    7. Manual or Calculated SIF values on all piping components

    8. Nozzle flexibility

    9. The CAE development team has proven with many example models that through careful attention to adjust settings within AutoPIPE, caesar result can match AutoPIPE's results within a very small percent error. Again this error is attributed to general reason #1 above. 

    Comparing AutoPIPE and Abaqus:

    Question:

    We have some ABAQUS and AutoPIPE models of the same system which aren't calculating the same results and cannot determine why there are differences. Could you provide me any details or information on the algorithm employed to solve these FEA problems

    Answer:

    Some information is available in AutoPIPE reference information in the AutoPIPE help. SAP IV technical manual is available online which acted as the basis for AutoPIPE analysis engine. This is not the original SAP IV manual, and note that it acted only as a basis. There had been modifications and improvements to the analysis engine over the years. For a list of major improvements, please refer to the Revision History page in AutoPIPE help. The general implementation for the stiffness matrix for the Timoshenko beam theory is available in text book with assumptions mentioned below.

    i. Plane section remain plane but not necessarily perpendicular to the centerline of the beam
    ii. Effects of shear deformation are included
    iii. Only valid for small deformations (the cross section or properties of the beam are not affected by the deformations)
    iv. Only valid for stresses under elastic range (no plastic deformation)
    v. Modulus is considered the same in tension and compression

    See Also

    General - AutoPIPE

    Bentley AutoPIPE

    AutoPIPE QA&R program

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    Q1. Who can I contact with any questions regarding the AutoPIPE QA&R program?

    Answer:

    1. QA&R Program Manager: Bruce Bader.

    email: Bruce.Bader@bentley.com

    2. Contract or Sales: Joanie Mayberry

    email: Joanie.Mayberry@bentley.com

    3. Software Quality Manager: Yaser Sohaib

    emial: Yaser.Sohaib@bentley.com

    4. Individual Company designated Single point of contacts

    Note:

    When a company signs up to become a QA&R member, a form 6-1-2, (Contact Personnel for "QA & Reporting" Subscriptions) is filled out.  On this form are 4 categories for QA&R related deliverables. Each category must have a designated person(s) from your company to receive these deliverables (ex. they can all be the same person or different people for each of the 4 categories). Contact these people as needed.

    If you are unsure who is your Single Point of contact  at your company for a given category, send an email to one of the above 3 people asking for the information or file a Bentley Service Request referencing this wiki.

    Q2. What is the method for QA&R user to communicate potential AutoPIPE errors to Bentley?

    Answer:

    All communications including Potential errors should be referenced or reported to Bentley through service requests.

    Q3. What is the current version of the QA&R policy manual? how do I get a copy of it?

    Answer:

    The QA&R policy manual is sent to the single point of contact specified in form 6-1-2, "Contact Personnel for "QA & Reporting" Subscriptions." It is then this person's responsibility to distribute the items among company employees only. In order to find out who your companies single point of contact is, please send an email to one of the 3 people mentioned in the response to Q1 above.. 

    Once a new revision of the QA&R policy manual is ready it is immediately sent out to the single point of contact. They will be able answer questions about the latest release number and if it is available to you electronically.

    Q4. What are the details of the installation testing package that Bentley provides for AutoPIPE in regards to how would QA&R users determine receipt inspection by testing that after AutoPIPE installation that AutoPIPE was working properly.  Does Bentley provide acceptance criteria for the installation test results?

    Answer:

    Bentley provides an “Acceptance Test Set” of models with pre-verified results. An automatic utility executes this set of test models through AutoPIPE and compares the results against included benchmark values. Users can also compare their results manually against those provided through a pdf document. This confirms that AutoPIPE is working as expected.  

    Q5. What versions are the AutoPIPE ATS (Automatic Test Sets) is currently available and how often does it get released?

    Logged May. 2016, AutoPIPE CONNECT v.10.01.00.09

    Answer:

    See ATS FAQ WIKI page here.

    Q6. Is AutoPIPE an 10CFR50 Appendix B certified application?

    Answer: 

    AutoPIPE has been developed to comply with applicable portions of 10 CFR 50, Appendix B; 10 CFR 21; and ASME NQA-1.

    Remember that only AutoPIPE software installed from an the official QA&R CD sent by the QA manager has these certs. AutoPIPE software downloaded off the internet and installed locally / remotely does not meet these qualification.

    Q7. Does AutoPIPE have a CofC (Certificate Of Compliance)? How can I get a copy of it?

    Answer:

    Yes AutoPIPE has a CofC, Please contact the QA&R Program Manager mentioned above to get a copy. This person is the only one who can send out official documentation on the program. Please include complete contact information, company name, and 8 digit number of AutoPIPE version in use.

    Q8. How are the Error reports distributed?

    Answer:

    The QA&R monthly error reports are sent to the individual(s) who are designated to receive all "QA & R Deployment" release and any other related documentation on the QA Form 6-1-2. This form was filed out when first signed up for the QA&R program, 

    Only these individuals will have access to the QA documentation. They have the responsibility and access to download documentation that is then distributed to designated individuals within their company as they deem necessary.   

    See Also

    Bentley AutoPIPE

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