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E801-1: FATAL ERROR: Unstable System - error message in AutoPIPE

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Applies To
Product(s):AutoPIPE,
Version(s):All
Area: Error
Original Author:Bentley Technical Support Group

Problem:

AutoPIPE: E801-1: Unstable System

When running an analysis the following occurs:


---------------------------
Error
---------------------------
 E801-1:   FATAL ERROR : Unstable system. Need support at node XXX    Dir XX
---------------------------
OK  
---------------------------

Why and how to fix it?

TR Number: None
Product: AutoPIPE
Version: n/a
Area: General, analysis
Problem ID#: 75241

Solution:

There are many issues that can cause an unstable system. Insufficient supports, not enough guides for wind or earthquake loading, insufficient soil stiffness in the vertical direction for soil problems. Evaluate your support arrangement for your particular loading conditions to see where the instability lies.

Please see the following AutoPIPE help section:

Help > Contents> Contents Tab> Bentley AutoPIPE> Frequently Asked Questions> FAQ document> FAQ #19.

In addition, Please see the following AutoPIPE help section:

Help > Contents> Search Tab> enter "E801" (include the quotes), press List Topics button, double click on the selected topic from the list provided to see more information.

The error message mentions a possible solution (i.e.Need support at node XXX    Dir XX), this is just a one possible solution to the satisfy the stiffness matrix. After inserting a support at this location, the error message, E800-1,  may reappear suggesting another support at another location. This will continue until the stiffness matrix is satisfied and the analysis is completed without error. Another approach would be to understand how the model is moving due to load cases, friction, gap settings, etc.. Sometimes adding a support at one specific location or reducing gaps / friction at a few key support(s) are enough to enable the analysis to run without error. 

Again, there could be numerous reasons for the "Error "E801-1: FATAL ERROR: Unstable System" message to appear while running a stress analysis, see the following for scenarios and respective fixes to better understand how to resolve issues related to this error message:

Scenario #1:

Model has multiple connected segments groups in the model and the error message above appears.

Fix

Check that for each group of connected segments (Select> Connected Segments) in a model has adequate stiffness to prevent free rotation about any axis or displacement along any axis.

Typically adequate stiffness is in the form of at least 1 anchor on each group of connected segments. 

See Video here:

communities.bentley.com/.../E801_2D00_-Unstable-System.mp4

Scenario #2:

Back to back expansion joints where Torsional stiffness = 0.00.

Fix:

All AutoPIPE components must be connected to an object (i.e. anchor) to resist being rotated freely in any one of the 6 axis. In this case the expansion joint may be connected to an anchor through some piping but due to the "Torsional stiffness" = 0.00 the piping between the expansion joints would freely spin. To stop the warning from appearing, set Torsional stiffness = +ve value >0 (ex. 0.01).

Scenario #3:

With the following model and anchor settings:

Fix:

The problem with the model above is that there are no supports / anchors to stop the entire model from rotating about the X-axis as all the anchors are set with Rx stiffness = 0.00 and a Line Stop support only provides axial restraint. There must be some small resistance in All directions for the analysis to run. In addition, all the line stops have a large gap. 

Simply change an anchor to have some small amount of resistance (i.e. 0.10 Ft-lb/deg) for Rx and change 1 line stop to have a 0.00 gap or change 1 anchor X-Stiff setting to a small value (i.e..0.10 lbs/in)   

Scenario #4:

The following warning message was found in the Model consistency check Report:

* * * W A R N I N G - MODEL * * *
W726-14: No anchors in current system

Scenario #5:

Model contains one or more Nozzle elements. If the nozzle element stiffnesses are too low the model is able to move such that the E801-1 error message is displayed. To prove this is the problem, save the model as a different name and delete all the Nozzle elements in the model and re-run the analysis. If the E801-1 does not appear then the problem is directly related to the Nozzle Stiffness values.

Beam related issues

Scenario #1:

After importing in the frame model through Pipelink. Error "E801-1: FATAL ERROR: Unstable System. Need support at node XX" is encountered. The AutoPIPE model (without the frame model) runs with no issues. I'm unsure why AutoPIPE would think the frame model is unsupported when the frame model runs with no problems in STAAD.

FIX:

While reviewing the AutoPIPE model, multiple imported beams were found to have their ends released in all direction, (i.e. on a beam dialog screen is the following option "End Releases: End-I/J Axial (translation), Y-Y and Z-Z".

Therefore the beams were able to freely rotate. AutoPIPE requires that all components are restrained to some small degree in at least one direction.

Checked one box for Axial (translation), Y-Y or Z-Z for all beams.

Note: The STAAD model failed when loads were applied, it was also fixed.

Scenario #2:

Using copy / paste command to create a 10' x 10' grid of beams / pipes over 100' x100' area. when running analysis the message appeared.

Fix:

When using copy / paste command, only the initial pasted to point is actually connected. All other connections need to be manually connected. Every intersection across the 100 x 100 ' area needed to be correctly connected. Confirm connection at each end point of beam / pipe

Scenario #3:

After importing in the frame model through Pipelink. Error "E801-1: FATAL ERROR: Unstable System. Need support at node XX" is encountered. The AutoPIPE model (without the frame model) runs with no issues. The model appears to be all correct and all the beam are were found to be all connected.

Fix:

1. Go to Modify – Properties of Beam Section.
2. Select Section ID 2 (UA90x90x8)
3. Toggle from Standard to Non Standard Section type
4. Do not alter any properties, just click Apply and OK.

Now the model is OK.

The development team is looking into this issue and hope to have it resolve in AutoPIPE 9.6 and higher.

Scenario #4:

If all the beams in the model have been double checked to confirm connectivity. Check the Beam properties,

a. Some values may be 0.000, as shown below:


Fix:

Increase the wall thickness and try to re-analyze the system. This may be an iterative procedure until the analysis is able to run.

b. Some values may be extremely large, as shown below:

Fix:

The problem seems to be with defining a very high modulus value for the Rigid material defined for the Rigid beams. This value is too high even for a rigid, and when several such high rigidity beams connect on to a point which also has a very low rigidy element connected results in an unstable solution.

Setting the modulus value for the rigid to a more reasonable value (say 1000 times steel modulus = 200 E6 N/mm2) resolves the problem.

Scenario #5:

The following is displayed: "E801-1: FATAL ERROR: Unstable System. Need support at node XX"

Fix:

The model Looks ok, however upon closer inspection, the beams are connected between the anchor (B0) and the piping (7750) using Incline supports, shown here:

This would cause the Fatal Error issue, WHY?

Because, if one would check the bearing spring direction of an incline support, one would clearly understand that it is in the axial direction between the 2 end points specified on the dialog (ex. 7750 - B1).. 


Therefore there is not enough supports resistance on the 6 different global axis to prevent the piping from rotating / moving laterally out of control, ultimately resulting in the Fatal error message being displayed. 

Workaround

Insert additional supports as needed to prevent Fatal Error message from being displayed when Analyzing the model 

See Also

Error Messages

Bentley AutoPIPE


Training - Webinar - Help

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for more information

for more information

for more information

for more information

CONNECT Advisor

One of the best informative and training tools ever add into a program. Try it today!!!

The Help > Advisor > CONNECT Advisor command launches CONNECT Advisor. CONNECT Advisor delivers Adaptive Learning Services and is designed to provide in-application contextual assistance, including recommendations, short feature and workflow videos and personalized learning paths and knowledge maps. CONNECT Advisor will increasingly leverage Azure-based machine learning, to further personalize its assistance for each Connected User. Click here for more information.

AutoPIPE Knowledge Map - click here

On Demand Videos

Click here to view list of pre-recorded videos to play on-demand (filter list by Product = AutoPIPE)

Learn Paths (LearnServer)

Live Virtual classrooms - click here

Learning Paths for On-Demand content - click here

AutoPIPE Help

Program help is a vast depository of useful information.for learning how to...

- Model typical elements (Bend ,Tees, Supports, etc..)
- Modeling more complex piping arrangements. (Soil, Water hammer, etc..)
- Tutorials in complete details (also called Supplemental Documentation)
- FAQ's
- etc.. 

Click here for more information

Bentley 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..) 

See WIKI herefor typical modeling approaches not mentioned in the program help.

If you are a new user to AutoPIPE highly suggest to review all links on WIKI page here. There are a number of other topics on this page to help a new user with using AutoPIPE. 

Customized  Training

If you require a more individual approach to training, please choose one of the following

a. Contact your salesperson,

b. Submit a service request,

c. Contact Bentley by phone to request a meeting with an Official AutoPIPE trainer.

Together you will be able to create a customized training with topics and schedule to meet your requirements. Trainings can be delivered in a live meeting to one or multiple people. Or, for even more personalized attention, can be delivered in person at your facility. Again please contact us to discuss your necessities. 

YouTube  Channel

  Select link here

See Also

Learning - On Demand Learning - Product Training

NEW User Guide - TIPs - FAQ - RSS Newsfeed

Bentley AutoPIPE

See Also

Bentley AutoPIPE

AutoPIPE Connect Advisor Knowledge Map

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Note: this option is only available in AutoPIPE CONNECT 12.0 and higher

Open AutoPIPE CONNECT Advisor and select the Knowledge Map symbol, choose from drop down selection:

a. Knowledge Map

b. Learning Paths

Knowledge Map:

Select hyperlink below:

Pipe Stress Analysis

Select items below as needed:

Getting Started

Modeling Piping Geometry

— Setting Up Program Configurations

— Creating a New Model

— Creating Piping Geometry Part 1

— Creating Piping Geometry Part 2

— Reviewing Piping Model

— Modeling Piping Geometry PDF and Dataset Download

Model Modification

— Inserting a disconnected Segment

— Editing Operations

— Inserting a Pump part 1 (Rotating Equipment)

— Inserting a Pump part 2 (Rotating Equipment)

— Reviewing the Piping Model and Running a Basic Static Analysis

— Reviewing Analysis Results

— Managing Segments

— Model Modification PDF and Dataset Download

Intermediate

Static Analysis and Loads

— Static Analysis and Loads PDF and Dataset Download

Spring Selection

— AutoPIPE V11 PDF and Dataset Download

Jacketed Pipe Design

— AutoPIPE PDF and Dataset Download

Vessel Modeling

— AutoPIPE PDF and Dataset Download

Advanced

Dynamic Analysis

— Modal Analysis

— Response Spectra Analysis

— Time History Analysis Water / Steam 

∞ AutoPIPE Water / Steam Hammer V11 PDF and Dataset Download

— Time History Analysis Slug Flow

∞ AutoPIPE Slug Flow V11 PDF and Dataset Download

— Steam Relief Lift analysis

∞ AutoPIPE V11 PDF and Dataset Download

— Harmonic Analysis

∞ AutoPIPE V11 PDF and Dataset Download

Non Metallic Piping Analysis

— AutoPIPE V11 PDF and Dataset Download

— AutoPIPE V11 Skills Assessment

Buried piping Analysis

— AutoPIPE PDF and Dataset Download

Nuclear

Fatigue Analysis for ASME NB

— AutoPIPE V11 PDF and Dataset Download

Geometry considerations for ASME 

— AutoPIPE V11 PDF and Dataset Download

Loading Considerations for ASME 

— AutoPIPE V11 PDF and Dataset Download

Results Post Processing for ASME 

—  AutoPIPE V11 PDF and Dataset Download

Learning Paths

Select hyperlink below:.

Answering your CONNECT Licensing Questions...

Select items below as needed:

CONNECT Licensing Overview

Watch 6 min video

See Also

In-Application Learning with CONNECT Advisor

Training - Webinar - Seminar - Conference - Learning - On Demand Learning - Product Training

Bentley AutoPIPE

General Modeling questions in AutoPIPE Vessel

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Modeling questions related to:

Lifting lugs

Nozzle

Body Flange and Cover Properties

Why was "Use En 12445 AnnexG/En 1591" option grayed out?

Jacket Half Coil

Is the role of jacket half coil considered for external pressure design?

Storage Tank:

Capability to design large diameter storage tank roof with the structural members and truss or rafter arrangement

Vertical Vessel / Column

Design the guide support or calculate the reaction on the guide support and corresponding stress on the shell of the tall column

Add more than 4 vents in the skirt?

Model a Skirt Stiffener

Vertical vessel model with a skirt, the bottom ellipsoidal head needs to be changed to a conical head

Calculate different wall thickness for a vertical vessel where one chamber is made with 2 sections of the same material

Expansion Joints

Capability to design thin bellow expansion joints as per appendix 26 of ASME section VIII divsion 1

Loads

Surge / Flow

Model surge analysis

Analyze for Flow Induced Vibration

Shipping

Horizontal Shipping of Vertical Vessels (column)

Bolt

Check bolt load calculations for longitudinal saddle load generated during bundle pullout

Seismic / Earthquake

Difference regarding seismic calculation between SLS (Serviceability Limit State) and ULS (Ultimate Limit State)?

Load combinations for EN 1998-1 Eurocode seismic calculations for vertical vessels

Horizontal seismic force

Dynamic

Response Spectrum Analysis

Site spectrum resolved as static seismic loading

Blast

Blast calculation

Model a blast load

Foundation

Why are calculate foundation loads result different between versions?

Foundation load when there is a negative Straight Flange input in hemispherical head Component Properties field?

Specify factors on foundation loads

Rain

Fatigue calculations missing rain flow calculations?

Soil

Soil Factor per EN1998-1

Material

Why are calculate foundation loads result different between versions?

Impact Test error message being displayed

On selecting a shell component,  after selecting OK on the materials tab, the length becomes 0

Shell

Capability to design the Flexible shell element

Are cone-shell junctions considered for external pressure calculation?

Use stiffener for external pressure

Determination of length of shell in a heat exchanger

Modelling a dummy shell

Weld Joints

Weld joint efficiency equal to 1?

User defined weld joint efficiency input

Enter user-defined joint efficiency

ASME Sec. VIII Div.1 joint efficiencies calculations

GOST code nozzle joint efficiency = 0.9 but in the report the joint efficiency is considered as 1.00

Units

Customize units

Cost Estimation

Options for creating new cost estimation files

Cost estimation for all items in model

Change the rates in cost estimation module

Does model units (i.e. SI or US) affect cost estimation module

General Questions

Consequence of elevation input of the elevation in the dialog of the bracket or ring

See Also

Frequently Asked Questions

AutoPIPE Vessel

W2164-181:B31 App J: The following tee(s) contain a primary or secondary node on the branch leg... warning message in AutoPIPE

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Applies To
Product(s):AutoPIPE
Version(s):ALL;
Area: Warning
Date Logged
& Current Version
Feb. 2018
11.02.00.10

Problem:

The following warning message appears in AutoPIPE, why and how to avoid it?

W2164-181:B31 App J: The following tee(s) contain a primary or secondary node on the branch leg           

     within the outer diameter of the header and will be analyzed as a non-B31J component:            

Solution:

As indicated by the message, the model contains a node point on the branch run piping that is equal to or less than the outer diameter of the tee's run PipeID properties.

Example.

Tee Header pipe: 12" std wall pipe, tee node point is A05

Tee Branch pipe: segment B, 12" std wall pipe, first node point on branch piping, B01, is 5.5" away from the tee node point A05.

Question, for the example above, will the warning message be displayed or not?

Answer: Correct, the warning message will be displayed because the first node point on the branch piping should have been more than 6" (Header OD / 2, 12"/2 = 6") away from the tee node point A05.

Workaround

If node point occurs at or below the surface of the header pipe it should be move beyond the header surface or deleted.

See Also

Warnings Messages displayed in AutoPIPE

Bentley AutoPIPE

Which equation does autopipe use for stress for linear and non-linear calculation? Does autopipe use these concepts as cold allowable, yield strength, UTS, long and hoop modulus, shear modulus, ... for calculating stress? Thank you very much

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Equation for calculating stress in autopipe

List of AutoPIPE videos available on Youtube channel

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Note: new videos are constantly being added to the Youtube channel, check Youtube channel here for current listing of videos and playlists. 

AutoPIPE

Feature:

AutoPIPE Advanced Analysis - Overview
AutoPIPE B31 J Option
Chinese GB 150 Code - Design Compliant Pressure Vessels
Hot and Cold Clash Detection Benefits
Hot and Cold Clash Detection How-To
Hot Clash Detection
Improving Stress Intensification and Flexibility Analysis with ASME B31J
Merge, Identify, and Report Interferences with Clash Detection
Minimizing Risk of Flange Failure with AutoPIPE Flange Analysis
New SACS / AutoPIPE Intraoperability for Shorter Design Cycles and Improved Project Non-conformances
Support Optimizer

Import Export

OpenPlant to AutoPIPE to STAAD
Pipe and Offshore Structural Analysis Integration
ProStructures to STAAD to AutoPIPE
Reference Structural Model for Pipe Stress Analysis
STAAD to AutoPIPE

Isometric

Generate Stress Isometric Drawings
Modifying Dimension Line Colors and Fonts
Modifying Elements and Labeling Tools
Modifying Table Colors and Relocating Text Nodes
Using OPIM

Modeling

Conquer Pipeline Design Challenges - Top Tech Tips
How to Achieve Convergence Running Nonlinear Analysis
Improved Pipe Design with Support Optimization
Modeling a Dummy Leg as a Pipe
Modeling Approaches - Frames
Performing Seismic and Wind Analysis in AutoPIPE
Review Models Against Analysis Warnings, Errors, and Differences Due to Product Updates
Spring Hanger Design in AutoPIPE

Reporting / Results

Access SQLite Database
Analysis Methodology and Accuracy of Pipe Stress Results
Analyze and Visualize Pipe Stress
Enhanced AutoPIPE Reporting
Export SQLite DB to AutoPIPE Report Manager
Working with Load Combinations in AutoPIPE

Training

Accessing Feature Videos in CONNECT Advisor
CONNECT Advisor and AutoPIPE CONNECT Edition
Direct access to AutoPIPE tips and tricks with CONNECT Advisor
Leveraging AutoPIPE User Assistance
Navigating CONNECT Advisor
Registering for Live Training
Registering for SIGs and Tech Talks
Top 3 Ways to Improve Your Pipe Stress Analysis!
Top Three Ways to Improve Your Pipe Stress Analysis

AutoPIPE Vessel

Comprehensive Design Code Coverage for Pressure Vessel and Heat Exchanger Design
Deliver Tailored Vessel Design Reports, Drawings, and Specifications
Design and Model Pressure Vessels
Design Expansion Joints Using the Power of Finite Element Analysis
Generate Vessel Detail Drawings
Heat Exchanger Tube Bundle Design
Instant and Accurate Capital Cost Estimation of Static Equipment
Interpreting Saddle Reactions and Forces for Horizontal Vessels
Reference Piping Model for Vessel Analysis
Shell and Tube Heat Exchanger Design
Vessel - SolidWorks Integration

"E90-43: Structural Synchronizer not installed on the system."... message appears in AutoPIPE, why?

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Applies To
Product(s):AutoPIPE
Version(s):ALL;
Area: Error
Date Logged
& Current Version
Nov 2019
12.02.00.14

Problem:

The following message appears in AutoPIPE:

---------------------------
Error
---------------------------
E90-43: Structural Synchronizer not installed on the system.
---------------------------
OK
---------------------------

Why and how to Avoid it?

Solution:

As mentioned in the message, Structural Synchronizer has not bean installed.  Structural Synchronizer is a separate program and needs to be downloaded and installed outside of AutoPIPE's installation. Use Bentley's software downloadto download the application and install. A machine reboot is needed after this install, best to close all programs and files before starting the Structural Synchronizer installation.

See Also

Error Messages

Bentley AutoPIPE


"Error" messages displayed in AutoPIPE

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  1. AutoPIPE Preview Handler error on installation
  2. Closed loop detected in imported model at TEE point XXX.

  3. E15-13: PXD file is needed for accessing AutoPLANT data in this model Please place PXD and PXH files in same directory as DAT file.

  4. E13-16: Cannot Find the specified units file

  5. E21-40: Executing this operation can corrupt distributed load records in AutoPIPE

  6. E38-95: Cannot insert component after a tee

  7. E90-21: Analysis results do not exist

  8. E90-43:   Structural Synchronizer not installed on the system.
  9. E102-155: This point must be an anchor/reference point

  10. E102-161: This point does not have reference point defined
  11. E119-1: Maximum number of load combinations exeeded

  12. E131-30: AUTOPIPE.CLR not found

  13. E154-16: This value must be between 0 and 2, recommended value is 0.5
  14. E156-38: Value must be greater than zero

  15. E175-28: Error in velocity profile specification

  16. E221: Please contact Rebis

  17. E511-1: Invalid AutoPIPE data file

  18. E512-65: the model cannot be opened

  19. E512-109 cannot open Projectwise model

  20. E512-149: Model name must not contain space character before extension

  21. E514-2: Unable to retrieve Time History Load and Time History files

  22. E516-8: Demo version limit of 20 points exceeded

  23. E516-11: Analysis terminated: model must have more than one point
  24. E521-22: Base point is not on selected range

  25. E521-24: No range specified for copying

  26. E522-32: Cannot find clipboard file in current directory

  27. E522-33: Cannot complete the paste operation

  28. E523-21: No Range specified for rotation

  29. E527-25: Point not found in selected range
  30. E723-23: System is not complete for analysis purposes

  31. E726-104: Zero length not allowed at beam XX

  32. E732-2: Angle is 180 deg. at bend xxx

  33. E732-3: Not enough clearance to fit bend xxx

  34. E737-26: Valve components are not permitted in HDPE pipe system as per CC N-755-1

  35. E751-1 Tee type gt 8 or lt 1. SIF not calculated

  36. E774-44: Equation requires more combinations to be complete
  37. E801-1: FATAL ERROR: Unstable System

  38. E801-3: No static load cases specified

  39. E801-4: Zero length element

  40. E801-5: Zero Element Stiffness in AutoPIPE

  41. E801-6: Zero flexible length beam

  42. E801-11: Fatal Error: no mass in the system

  43. E801-12: Cannot find next frequency

  44. E801-24: Number of MSRS groups is inconsistent with SAM case - Error Message in AutoPIPE

  45. E801-62: Unable to process any time history function

  46. E801-64: Undefined point name in time history load data

  47. E801-75: Cannot allocate memory for analysis, unload some applications.

  48. E801-135: Number of analysis nodes exceeds maximum limit of 10000 nodes

  49. E829-1: Incorrect model size in file Static analysis results will be ignored.

  50. E951-3: Expecting real input. Re-enter

                 Answer: insert a valid value into the current field before selecting a different cell / OK button. 

  51. E962-1: File read error, please contact BENTLEY

  52. E962-2: File write error, check disk space

  53. E963-8: Non-ascii characters or "?" are not permitted in name

  54. E963-21: Number of characters in name cannot exceed 48

  55. E2164-15: Qualified stress for all bend and tee components should be greater than zero
  56. Error 1316 - A network error occurred while attempting to read from the file 

  57. LoadLibrary failed with error 87 

  58. LoadLibrary failed with error 1114: A dynamic link library (DLL) initialization routine failed
  59. No load case is selected to print time history results

  60. No Piping with OD >= 1.400 inches is found in PXF file

  61. "Root Element Is Missing"

  62. The model you are about to open as last modified in a newer version...
  63. Time history analysis file (*.TIM) does not exist.

Also See:

Warnings, Errors, Crashed, Confirm Messages

Consider Upheaval Buckling - AutoPIPE Technology Preview

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Notes:

Featured:

     Technology preview: AutoPIPE CONNECT 12.00.00.14

Overview:

AutoPIPE supports evaluation of buried pipes for upheaval buckling. When buried pipelines are initially deformed due to manufactured overbends, they are subject to upheaval buckling when axial compressive forces are applied. Upheaval buckling can be significant enough to expose previously buried pipes, exposing them to damage from external elements.

Buckling analysis is performed on any point in the model, however this approach requires an initial vertical overbend, defined through the coordinate geometry of the buried pipeline system. In other words, buckling will only occur at points where compressive forces push the pipe upward. Thermal and pressure loading causes these points to push upward and buckle. Should this overbend result in a vertical deflection, the Soil output report will provide additional soil depth required to prevent vertical deflection. The Soil output report will then provide soil depth to be removed. For example, if the current soil depth is 60 inches, and the Soil output report recommends 6 inches, increasing the soil depth to 66 inches is expected to reduce upheaval buckling to the allowed vertical deflection.

AutoPIPE uses the following theory by K. Peters.

Limitations

  • only considers buckling due to vertical loads, not lateral loads.

  • The height solution calculated by this method of upheaval buckling may not be applicable to the selected calculation method based on limits of certain properties. For example, Ncv has a limit that (H/D) does not exceed a value of 10, so if the recommended soil depth is greater than 10*D, the program will not allow this soil depth to be used properly.

  • see AutoPIPE help for more information

Additional Information

See "Upheaval Buckling Technology Preview" user documentation in AutoPIPE help (as shown below).

See Also

AutoPIPE Technology Previews

Bentley AutoPIPE

Export SACS SQLite Database(*.db) - AutoPIPE Technology Preview

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Applies To
Product(s):AutoPIPE
Version(s):ALL;
Area: Technology Preview, 624059
Date Logged
& Current Version
March. 2017
11.00.00.22

AutoPIPE model(s) can now be imported into SACS to provide the piping context and help design of supports and structure. Use the File > Import/Export > Export > SACS SQLITE Database (*.db)command to export the current AutoPIPE model to SACS through SQLite database.

This command checks to verify that appropriate input and output reports are selected before generating the SQLite file that can be imported into SACS.

See Also

AutoPIPE Technology Previews

Bentley AutoPIPE

Input and output reports are available in the SQLite DB format - AutoPIPE Technology Preview

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Notes:

Featured:

     Technology preview: AutoPIPE CONNECT 12.00.00.14

Overview:

Input and output reports are now available in the SQLite DB format. Post-processing, review, and print functions are now possible in third-party applications and report generators.

Limitations

  • The Version 6.1 Point Data Listing,  Extended Component Data Listing, Flange Analysis Report, and Thermal Transient Analysis Report are not available in the SQLite DB format. This feature will be made available in a future release”.

Additional Information

See user documentation in AutoPIPE help (as shown below).

See Also

AutoPIPE Technology Previews

Bentley AutoPIPE

Support Optimization - AutoPIPE Technology Preview

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Notes:

1.   Technology preview: AutoPIPE CONNECT 12.00.00.14

2.    Released as a full feature in AutoPIPE CONNECT 12.02.00.14

Overview:

Added Support Optimization (Enhancement 74973) to determine optimal support locations and options based on criteria such as supporting structure loads, allowable displacements, and support costs. 

Limitations

  • If using AutoPIPE 12.02.xx and lower, access to this feature will require a special file provided by Bentley. Users requesting access will be expected to thoroughly evaluate and then provide feedback, good or bad, for further refinement of the feature before release in the program. If you are willing to test and provide feedback, then please create a Service Request for access to Support Optimizer (be sure to include Technology Preview - SO Startup" in the SR's Description field).

  • Note: With the release of AutoPIPE 12.02.00.14, people no longer need to log a Service Request to enable this feature. it is now open and ready for use by everyone.

Additional Information

See "Support Optimization Technology Preview" user documentation in AutoPIPE help (as shown below).

See Also

AutoPIPE Technology Previews

Bentley AutoPIPE

Two-way interoperability between SACS and AutoPIPE with change management by using Structural Synchronizer (aka ISM). - AutoPIPE Technology Preview

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Notes:

Featured:

     Technology preview: AutoPIPE CONNECT 12.00.00.14

Overview:

Create or Update a new ISM repository by exporting an analytical piping model. This ISM repository can be later imported or opened in other Bentley ISM-aware applications.

Limitations

  • None

Additional Information

Application command can be found under: File > Import/Export > ISM > see commands

Or AutoPIPE Help, see "ISM " user documentation in AutoPIPE help (as shown below).

See Also

AutoPIPE Technology Previews

Bentley AutoPIPE

10. How to model a Hyspan Barco Ball Joint in AutoPIPE?

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Applies To
Product(s):AutoPIPE,
Version(s):2004, XM, & V8i
Area: Modeling
Original Author:Bentley Technical Support Group

Dec 2014, AutoPIPE V8i 09.06.01.10

Problem:

How to model a Hyspan Barco Ball Joint?

Solution:

 See the following AutoPIPE help section for modeling technique:

Help > Contents> Contents Tab> Modeling Approaches> Modeling Approaches> Flexible Joints> Ball and Socket Joint example in AutoPIPE's online help.

Actual ball and socket joints are limited in their range of angular rotation (shown below). AutoPIPE will not limit this range. Therefore, they should be placed in the piping system so that these limits are not exceeded.

Question: In AutoPIPE a ball and socket is modeled as a Flexible Joint, what Flexible Joint stiffness values on the dialog represent the angular motion shown in the image above?

Axial, Shear, Torsional, or Bending?

Answer: Correct... Bending Stiffness values correctly represent this type of movement, see wiki here to understand Flexible joint dialog.

Generally, the vendor provides a set of break-away torques for the ball joint assembly. For this, I would recommend modeling the ball joint with a breakaway stiffness that will be constant throughout the travel. This will be conservative. There is a limit load reached before the joint goes to 'zero' stiffness. You can check the Forces and Moments report at the joint to see if this load is reached. If the load has not been reached, increase the corresponding stiffness and recheck. If load has been exceeded, decrease stiffness accordingly and recheck until breakaway forces have been approximated.

This issue has been logged as a requested program enhancement with tracking number CAE-TR-4779. 

See items below for comparative approach.

See Also

How to best model the bending stiffness and torsional stiffness of the ball joints.

How to model a Ball joint in AutoPIPE?

Bentley AutoPIPE


E801-1: FATAL ERROR: Unstable System - error message in AutoPIPE

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Applies To
Product(s):AutoPIPE,
Version(s):All
Area: Error
Original Author:Bentley Technical Support Group

Problem:

AutoPIPE: E801-1: Unstable System

When running an analysis the following occurs:


---------------------------
Error
---------------------------
 E801-1:   FATAL ERROR : Unstable system. Need support at node XXX    Dir XX
---------------------------
OK  
---------------------------

Why and how to fix it?

TR Number: None
Product: AutoPIPE
Version: n/a
Area: General, analysis
Problem ID#: 75241

Solution:

There are many issues that can cause an unstable system. Insufficient supports, not enough guides for wind or earthquake loading, insufficient soil stiffness in the vertical direction for soil problems. Evaluate your support arrangement for your particular loading conditions to see where the instability lies.

Please see the following AutoPIPE help section:

Help > Contents> Contents Tab> Bentley AutoPIPE> Frequently Asked Questions> FAQ document> FAQ #19.

In addition, Please see the following AutoPIPE help section:

Help > Contents> Search Tab> enter "E801" (include the quotes), press List Topics button, double click on the selected topic from the list provided to see more information.

The error message mentions a possible solution (i.e.Need support at node XXX    Dir XX), this is just a one possible solution to the satisfy the stiffness matrix. After inserting a support at this location, the error message, E800-1,  may reappear suggesting another support at another location. This will continue until the stiffness matrix is satisfied and the analysis is completed without error. Another approach would be to understand how the model is moving due to load cases, friction, gap settings, etc.. Sometimes adding a support at one specific location or reducing gaps / friction at a few key support(s) are enough to enable the analysis to run without error. 

Again, there could be numerous reasons for the "Error "E801-1: FATAL ERROR: Unstable System" message to appear while running a stress analysis, see the following for scenarios and respective fixes to better understand how to resolve issues related to this error message:

Scenario #1:

Model has multiple connected segments groups in the model and the error message above appears.

Fix

Check that for each group of connected segments (Select> Connected Segments) in a model has adequate stiffness to prevent free rotation about any axis or displacement along any axis.

Typically adequate stiffness is in the form of at least 1 anchor on each group of connected segments. 

See Video here:

communities.bentley.com/.../E801_2D00_-Unstable-System.mp4

Scenario #2:

Back to back expansion joints where Torsional stiffness = 0.00.

Fix:

All AutoPIPE components must be connected to an object (i.e. anchor) to resist being rotated freely in any one of the 6 axis. In this case the expansion joint may be connected to an anchor through some piping but due to the "Torsional stiffness" = 0.00 the piping between the expansion joints would freely spin. To stop the warning from appearing, set Torsional stiffness = +ve value >0 (ex. 0.01).

Scenario #3:

With the following model and anchor settings:

Fix:

The problem with the model above is that there are no supports / anchors to stop the entire model from rotating about the X-axis as all the anchors are set with Rx stiffness = 0.00 and a Line Stop support only provides axial restraint. There must be some small resistance in All directions for the analysis to run. In addition, all the line stops have a large gap. 

Simply change an anchor to have some small amount of resistance (i.e. 0.10 Ft-lb/deg) for Rx and change 1 line stop to have a 0.00 gap or change 1 anchor X-Stiff setting to a small value (i.e..0.10 lbs/in)   

Scenario #4:

The following warning message was found in the Model consistency check Report:

* * * W A R N I N G - MODEL * * *
W726-14: No anchors in current system

Scenario #5:

Model contains one or more Nozzle elements. If the nozzle element stiffnesses are too low the model is able to move such that the E801-1 error message is displayed. To prove this is the problem, save the model as a different name and delete all the Nozzle elements in the model and re-run the analysis. If the E801-1 does not appear then the problem is directly related to the Nozzle Stiffness values.

Beam related issues

Scenario #1:

After importing in the frame model through Pipelink. Error "E801-1: FATAL ERROR: Unstable System. Need support at node XX" is encountered. The AutoPIPE model (without the frame model) runs with no issues. I'm unsure why AutoPIPE would think the frame model is unsupported when the frame model runs with no problems in STAAD.

FIX:

While reviewing the AutoPIPE model, multiple imported beams were found to have their ends released in all direction, (i.e. on a beam dialog screen is the following option "End Releases: End-I/J Axial (translation), Y-Y and Z-Z".

Therefore the beams were able to freely rotate. AutoPIPE requires that all components are restrained to some small degree in at least one direction.

Checked one box for Axial (translation), Y-Y or Z-Z for all beams.

Note: The STAAD model failed when loads were applied, it was also fixed.

Scenario #2:

Using copy / paste command to create a 10' x 10' grid of beams / pipes over 100' x100' area. when running analysis the message appeared.

Fix:

When using copy / paste command, only the initial pasted to point is actually connected. All other connections need to be manually connected. Every intersection across the 100 x 100 ' area needed to be correctly connected. Confirm connection at each end point of beam / pipe

Scenario #3:

After importing in the frame model through Pipelink. Error "E801-1: FATAL ERROR: Unstable System. Need support at node XX" is encountered. The AutoPIPE model (without the frame model) runs with no issues. The model appears to be all correct and all the beam are were found to be all connected.

Fix:

1. Go to Modify – Properties of Beam Section.
2. Select Section ID 2 (UA90x90x8)
3. Toggle from Standard to Non Standard Section type
4. Do not alter any properties, just click Apply and OK.

Now the model is OK.

The development team is looking into this issue and hope to have it resolve in AutoPIPE 9.6 and higher.

Scenario #4:

If all the beams in the model have been double checked to confirm connectivity. Check the Beam properties,

a. Some values may be 0.000, as shown below:


Fix:

Increase the wall thickness and try to re-analyze the system. This may be an iterative procedure until the analysis is able to run.

b. Some values may be extremely large, as shown below:

Fix:

The problem seems to be with defining a very high modulus value for the Rigid material defined for the Rigid beams. This value is too high even for a rigid, and when several such high rigidity beams connect on to a point which also has a very low rigidy element connected results in an unstable solution.

Setting the modulus value for the rigid to a more reasonable value (say 1000 times steel modulus = 200 E6 N/mm2) resolves the problem.

Scenario #5:

The following is displayed: "E801-1: FATAL ERROR: Unstable System. Need support at node XX"

Fix:

The model Looks ok, however upon closer inspection, the beams are connected between the anchor (B0) and the piping (7750) using Incline supports, shown here:

This would cause the Fatal Error issue, WHY?

Because, if one would check the bearing spring direction of an incline support, one would clearly understand that it is in the axial direction between the 2 end points specified on the dialog (ex. 7750 - B1).. 


Therefore there is not enough supports resistance on the 6 different global axis to prevent the piping from rotating / moving laterally out of control, ultimately resulting in the Fatal error message being displayed. 

Workaround

Insert additional supports as needed to prevent Fatal Error message from being displayed when Analyzing the model 

See Also

Error Messages

Bentley AutoPIPE

Q. "0xfffffffe" and "BeKBNotFound = KB4340917" appears in log file after AutoPIPE crashed while installing, why?

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Applies To
Product(s):AutoPIPE
Version(s):ALL;
Area: Installation
Date Logged
& Current Version
June 2019
12.01.00.10

Problem:

"0xfffffffe" and "BeKBNotFound = KB4340917" appears in log file after AutoPIPE crashed while installing, why?

Solution:

Is  KB4340917 mentioned in the log file?

Yes:

The primary concern is that KB4340917 is mentioned in the log file. This is a Windows patch / update that was released. Please confirm that this patch has been installed or that the computer has a higher patch that would have incorporated this fix (ex. v.1709).

Windows 10

Search the computer for "Settings", click on System> About> Window Specification

If current Edition Version does not include KB4340917 update, install patch update from web page here

After the computer has the correct patch update applied, recommend to download CONNECTION Client using link here and install. 

Finally, install the application to see if the problem has been resolved. 

No:

As per the log file, it seems that the installation of CONNECT Client failed.

In some cases, this can be fixed in running the installation with an option to disable the silent mode of CONNECT Client.

See below the command line:

> apvs41030009en.exe  ConnectSilentMode="noquiet"

If the installation failed again: download CONNECTION Client using link here and install and then install the Bentley program.

See Also

Errors that occur when Installing / Uninstalling

Bentley AutoPIPE

01. Trial mode displayed on BLT for AutoPIPE license, why and how to avoid?

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Applies To
Product(s):AutoPIPE
Version(s):ALL;
Area: Licensing
Date Logged
& Current Version
May 2019
12.01.00.09

Problem:

Trial mode displayed on BLT for AutoPIPE license, why and how to avoid?

Solution:

First, open the program and, use WIKI here, select an edition of the program  (Standard, Advanced, Nuclear) to be licensed.

Does this resolve the issue?

Yes, great continue using AutoPIPE

No, continue below

Does the product have "Allowed" listed in the Access column?

No, use WIKI here to activate product, After successful activation of the product, start over from the top of this page..

Yes, continue below, 

Note: After performing each step below, refresh policy in BLT to see if the issue has been resolved

1. Open BLT (Bentley Licensing Tool), perform the following:

a. Tools> Send Logs Now

b. Tools> Refresh Policy

2. Request that User Check In and Out of CONNECTION Client 3x, then log back in and try BLT> Tool> Activation Wizard, follow on screen prompts

3. Run License Health Check tool

4. Check user settings in User Management (performed by Bentley On-Site Admin only)

5. Reset CONNECTION Client

6. Collect and Analyze License Client Logs

See Also

BLT related issues

Licensing fails / does not work

Bentley AutoPIPE

3. BLT (Bentley Licensing Tool) Overview & Messages

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12. How to model a Ball joint in AutoPIPE?

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

Dec 2014, AutoPIPE V8i 09.06.01.10

Problem:

My specific Ball Joints have a particular torque which allows them to move. For example I am modeling a 14" ball joint with a friction torque of 9,000 FT-LBS. Once this moment is developed in the system it remains constant and the ball joint rotates.

Solution:

First, start by modeling a ball joint as specified by the AutoPIPE help.

Second, currently there is no easy way to model this the breakaway torque. One workaround would be to simulate a single load case:

Assume joint is rigid. Run and see what torque is being applied to the flexible joint. If torque is less than friction value, you got your answer.

If torque is greater than friction value, set stiffness to zero or use actual stiffness and apply an external moment equal to friction torque in the particular load case.

See Also

Please see the following AutoPIPE help section: 

Help > Contents> Contents Tab> Modeling Approaches> Modeling Approaches> Flexible Joints> Ball and Socket Joint

How to model a Hyspan Barco Ball Joint in AutoPIPE?

How to best model the bending stiffness and torsional stiffness of the ball joints in AutoPIPE?

Bentley AutoPIPE

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