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01.Critical and High issues logged in AutoPIPE:
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Pipe and Vessel Stress Analysis - Wiki
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b. NEW User Guide for AutoPIPE
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e. Features and Bugs in AutoPIPE
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01.Critical and High issues logged in AutoPIPE:
Is my AutoPIPE model affected by a known issue?
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02. Featured and Bugs Logged for AutoPIPE
03. QA Error Reports for AutoPIPE
04. AutoPIPE's Most Wanted...
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g. System Messages: Warnings, Errors, Crashed, Confirm, etc.. in AutoPIPE
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01.Critical and High issues logged in AutoPIPE:
Download Excel file of table below
ID
Title
Severity
State
Tested In
First Affected Build
1382809
Converting a Close Miter bend to a Wide Miter bend through Input Grid may result in incorrect SIF and Flexibility Factor
2 - High
Done
24.00.00.108
8.5.0
1380817
Flexible Joint Report erroneously attempts to use deflections from Mass Point
2 - High
Awaiting Merge
1369621
Sustained stress may be reported incorrectly for tee legs under axial compression/tension
2 - High
New
1353599
BinaryFormatter in .NET is obsolete and insecure, it should not be used
2 - High
Done
24.00.00.107, 24.00.00.049
11.00.00
1350378
Incorrect standard material referenced for SCPH21 in AUTOJSME library
2 - High
New
12.08.00
1339114
Butt Weld incorrect SIF calculation in B31.1 1986
2 - High
Done
24.00.00.075, 24.00.00.050
09.02.00
1334862
ASME B31.4(B31E) & B31.8: Opening older models created between v12.7 & v12.8.4 in v23.00 may give incorrect SIF/stress results
2 - High
Done
24.00.00.036
23.00.00
1326943
EN 13480 2017+2021 add: Occasional stress is missing axial stresses considerations for dynamic loads
1 - Critical
Done
23.00.01.362
23.00.00
1307828
Security Vulnerability (CVE-2023-31038): Update Power Platform (v23.00.01)
2 - High
Done
23.00.01.303
12.08.00
1304731
Forces and Moments for Dynamic and SAM load case(s) may be incorrectly used for tee stress calculations
1 - Critical
Done
23.00.01.346, 23.00.01.333
6.3.0
1302846
Stoomwezen: Occasional load margin for thermal allowable may not be calculated correctly
1 - Critical
Done
23.00.01.295
6.3.0
1293450
EN13480: Welded and Contour tees may use incorrect equation to calculate SIF values
1 - Critical
Done
23.00.01.322
9.4.0
1276955
Security Vulnerability (CVE-2023-31038): Update Power Platform (v12.08.05)
2 - High
Done
12.08.05.013
12.08.00
1276201
EN 13480 (2017 + 2021 addenda): In-Plane SIF for Fitting Tee is calculated incorrectly
1 - Critical
Done
23.00.01.252
23.00.00
1275135
ASME B31.4: Longitudinal Pressure term may not get added to sustained stress
2 - High
Done
23.00.01.229
9.6.0
1271284
Security Vulnerability (CVE-2018-9466): Update Power Platform (v12.08.05)
2 - High
Done
12.08.05.006
12.08.00
1265695
Ultimate Force Gap inputs for an Incline Support may incorrectly get linked to existing Incline Supports in the model
1 - Critical
Done
23.00.01.303, 23.00.01.275, 23.00.01.254, 23.00.01.229
12.07.00
1216775
Flexible Joint subreport incorrectly considers load reactions outside of the flexible joint
2 - High
Done
23.00.01.247
23.00.00
1200626
ASME B31.4 2019 does not allow B31J SIF capabilities for B31J reducers
2 - High
Done
23.00.01.131
23.00.00
1197360
Flexible Joint Report: Coordinate Transformation of Displacements is not done correctly
2 - High
Done
23.00.01.052
23.00.00
1175721
ASME B31E: Operating load case is incorrectly assigning analysis set properties
2 - High
Done
23.00.01.052, 23.00.01.034
23.00.00
1123428
Security Vulnerability (CVE-2023-0286): Update Power Platform
2 - High
Done
23.00.01.104
23.00.00
1094104
ASME material libraries: Density values for certain standard pipe materials may be inaccurate
1 - Critical
Done
23.00.01.229, 23.00.01.221
9.1.0
1093311
Rigid Length of a beam is not correctly used for its stiffness calculations
1 - Critical
Done
23.00.00.191
8.5.0
1092804
Tee local coordinate transformation may produce overly conservative results for dynamic, static seismic, and SAM load cases
2 - High
Done
23.00.01.341, 23.00.01.331
6.3.0
1081769
Minimum sustained margin may be calculated incorrectly from sustained combinations
1 - Critical
Done
23.00.01.295, 23.00.01.248, 23.00.01.229
6.3.0
1076560
Security Vulnerability (CVE-2018-9466): Update Power Platform (v23.00.00)
2 - High
Done
23.00.00.154, 23.00.00.131
12.08.00
1054161
Security vulnerability (WS-2022-0161) - Update installer framework sdk (12.08.04)
2 - High
Done
12.08.04.005
12.06.00
1053328
ASME B31J: Program does not consider thermal expansion for the rigid lengths of branch elements
1 - Critical
Done
12.08.04.007
11.03.00
1049965
ASME B31J does not consider thermal expansion for the rigid lengths of branch elements
1 - Critical
Done
23.00.00.090
11.03.00
1042015
ASME B31.4: Sustained SIF: 0.75 factor is always multiplying regardless of "Set Sus/Occ SIF = 0.75i" result model option
2 - High
Done
12.09.00.305
9.6.0
1035957
Wind load rotation only works correctly for inclined wind loads
2 - High
Done
23.00.00.020
11.01.00
1032551
CSA-Z662 (2011-2015): Material Libraries Not in Sync with those of ASME B31.4
2 - High
Done
23.00.00.084
10.00.00
989613
Security vulnerability (WS-2022-0161) - Update installer framework sdk (23.00.00)
2 - High
Done
12.09.00.227
981578
Ultimate force gap: Program may not breakaway the support when force on support exceeds breakaway limit
1 - Critical
Done
23.00.00.048
12.07.00
976478
Hydrotest: Update test pressure does not update pressure at bend midpoints
2 - High
Done
12.09.00.209
9.6.1
974207
Sustain Margin hot allowable is not limited to 20ksi for ASME B31.3 2012 and later, and ASME B31.12 IP 2019
1 - Critical
Done
23.00.00.048, 23.00.00.036, 23.00.00.021, 12.09.00.293
9.6.0
965112
Adding mass points per span changes B31J static analysis results
1 - Critical
Done
12.08.02.038
11.03.00
960688
Incorrect thermal expansion data for AU-Type 309 in B31.4 and B31.8 libraries
2 - High
Done
12.09.00.299
9.6.0
960040
Security: Update Newtonsoft to v13.0.1 to remove security vulnerability
2 - High
Done
12.08.02.022
9.6.0
959774
Program crashes on editing any node after editing tee point
2 - High
Done
12.08.02.025
12.08.00
956742
Code Compliance may not display the positive face of a node although the results for the positive face may be higher
1 - Critical
Done
12.08.02.037
6.3.0
949244
ASME B31.3- B31J always considers "Use SIF of 2.0" checked for reducer
2 - High
Done
12.08.02.014
12.07.00
891921
Modifying Pressure/Temperature data of one point, modifies Pressure/Temperature data of other point(s)
2 - High
Done
12.08.01.007
12.07.00
880414
Security: Upgrade to Power Platform 17 to fix security vulnerability related to libxml2
2 - High
Done
12.08.02.012
9.5.0
873664
B313: 0.75i condition is not applied on bend points when 'Use B31J' and 'Set Occasional SIF=0.75i' result model options are checked
2 - High
Done
12.08.00.053
11.00.00
869451
Flange Check: Effective Diameter of Bolts maybe incorrectly used based on Auto Flange/Bolt Dimensions box state
2 - High
Done
12.08.00.044
12.05.00
867582
General Piping code user defined allowable is shown as 0 on "Code Compliance Combination Allowable Stresses" sub-report
2 - High
Done
12.08.02.014
12.02.00
817745
ASME B31 codes: Bends are using SIF < 1 when “Pressure Correction for user SIF” and “Override all other In-plane and Out-plane SIFs at this point” checkboxes are enabled for user SIF
1 - Critical
Done
12.07.00.446
10.00.00
812329
Some flanges are not being reported in the Flange Analysis Summary report
1 - Critical
Done
12.08.00.044
9.4.0
804005
ASME B31.3: Incorrect W factor by changing pipe material and piping code edition
1 - Critical
Done
12.08.00.031
9.4.0
801331
Soil ID input grid: PGV value cannot be modified, instead of PGV the PGA value is updated
2 - High
Done
12.07.00.391
9.5.0
794182
Flange Check: Auto Flange/Bolt Dimensions box incorrectly resets gasket material and configuration
2 - High
Done
12.07.00.399
12.03.00
781999
Time history Location dialog does not accept beam nodes
2 - High
Done
12.07.00.430
9.5.0
761529
B31.3 and B31.12 IP: Override SIF checkbox for SIFs in the 'Joint Type and User SIFs' dialog does not use 0.75i condition
2 - High
Done
12.07.00.394
6.3.0
748540
ASME B31.3 2016 B31J Flexibility modification, Flex = 0.1 - 1.0, crashes the program
2 - High
Done
12.07.00.333
11.00.00
748539
Copy/Paste: Pasting piping points with soil applied modifies existing model data
1 - Critical
Done
12.07.00.444
9.5.0
748523
Sorted stress report and color plots may not display the +ve face of a bend midpoint which may give incorrect maximum stress
1 - Critical
Done
12.07.00.342
9.4.0
739795
Rotating Equipment: Override Nozzle Coordinates checkbox may fetch incorrect equipment nozzle offset values
2 - High
Done
12.07.00.233
9.4.0
732630
Max Ratio for flange with ANSI check is displayed incorrectly in the Flange Summary report
2 - High
Done
12.08.00.045
11.04.00
675378
EN13480: Allowable for sustained and occasional categories may be set to zero when pipe material has temperature range limited to a temperature less than operating
2 - High
Done
12.07.00.072
9.4.0
673380
Incorrect Weld Strength reduction factor for CSEF materials for B31.1 2014 through B31.1 2018 editions
1 - Critical
Done
12.07.00.342
9.6.2
643958
Flange Analysis ANSI Check: Material group ID maybe picked incorrectly from library
2 - High
Done
12.09.00.293, 12.09.00.244, 12.09.00.202
9.6.0
643934
Seismic ASCE 2010: Ss value is not fetched correctly through DB
2 - High
Done
12.08.00.050
9.6.0
643863
Tracker#:493 - BS 7159 "Pipe" dialog processing problems
2 - High
Done
5.01.03
5.00
643819
Tracker#:403 - All imposed displacements is added to Hydrotest loadcases
2 - High
Done
5.01.01
5.00
643790
Tracker#:351 - F3-Text key causes AutoPIPE to stop abnormally for General code option
2 - High
Done
5.01.01
5.00
643787
Tracker#:335 - Selecting "Seismic Lev" option causes AutoPIPE to stop abnormally
2 - High
Done
5.01.01
5.00
643758
Tracker#:1313 - Added mass points may affect cut short results
2 - High
Done
6.00.15
4.05
643726
Tracker#:1111 - Incorrect forces and moments when anchor attached to flex joint
2 - High
Done
6.00.08
4.00
643725
Tracker#:1110 - The pressure extension calculated for valves is incorrect
2 - High
Done
6.00.08
5.00
643724
Tracker#:1109 - CSAZ184 piping code does not calculate equivalent tensile code stresses
2 - High
Done
6.00.08
5.00
643723
Tracker#:1108 - Models with more than 400 segments may crash if view/segment is used
2 - High
Done
6.00.07
5.03
643690
Tracker#:1380 - DNV User "combined" code combinations do not have Hoop & Long cases
2 - High
Done
6.01.01
5.00
643688
Tracker#:1377 - For models > 400 Kb, Display/Animate-Displ/Modes may corrupt model or crash
2 - High
Done
6.01.01
5.00
643655
Tracker#:531 - Modify/Point at a tee causes the program to hang
2 - High
Done
5.01.03
5.00
643645
Tracker#:519 - Incorrect interpolation of B16.47 temperature vs. allowable pressure
2 - High
Done
5.01.03
5.00
643622
Tracker#:1925 - Mass or soil points in flanged bend change bend flexibility
2 - High
Done
6.10.01
4.07
643608
Tracker#:1587 - Edit/Copy can crash the program with frames connected to tee points
2 - High
Done
6.01.02
6.00
643602
Tracker#:1577 - Inserting a run point before the current point may corrupt the P&T data
2 - High
Done
6.01.01
6.00
643601
Tracker#:1575 - Models with segments with only a single bend point can crash the program
2 - High
Done
6.01.02
4.00
643582
Tracker#:1540 - Flexibility for flanged bend incorrect when adding a mid point
2 - High
Done
6.01.01
4.02
643580
Tracker#:1538 - Biljaard cylindrical and spherical vessel stiffnesses are lower than expected
1 - Critical
Done
6.01.02
4.00
643572
Tracker#:1609 - Number of automatic mass points over a span may be incorrect
2 - High
Done
6.01.01
4.04
643563
Tracker#:1508 - Soil points from a Copy/Paste operation may be invalid
2 - High
Done
6.01.02
6.00
643562
Tracker#:1507 - When modifying temp. in SI units, hot allowable stresses may not be updated
2 - High
Done
6.01.02
6.00
643556
Tracker#:1490 - A bend midpoint may become disconnected causing abnormal program termination
2 - High
Done
6.01.01
6.00
643555
Tracker#:1489 - Thickness dependant hot allowable stresses may not be updated
2 - High
Done
6.01.01
4.07
643544
Tracker#:1475 - Hoop stress at reducers may use the wrong pressure in interactive code scan
2 - High
Done
6.01.01
6.00
643541
Tracker#:1470 - Modify operating loads with blue changes may incorrectly change Temp/Pres/All
2 - High
Done
6.01.01
6.00
643535
Tracker#:1462 - Tee and continuation points may be disconnected after consistency check
2 - High
Done
6.01.01
5.00
643524
Tracker#:1771 - Beam beta angle may be incorrect for vertical frame members
2 - High
Done
6.01.01
6.00
643520
Tracker#:1766 - Certain loads are omitted from hydrotest case when load cases are not analyzed
2 - High
Done
6.01.01
5.00
643511
Tracker#:1695 - Branch sizes at olets are imported from Autoplant incorrectly
2 - High
Done
6.01.01
6.00
643507
Tracker#:1691 - Flexible joints of different sizes are imported from Autoplant as one size
2 - High
Done
6.01.02
6.00
643492
Tracker#:1453 - Using mmetric or metric units with BS7159 code gives incorrect modulus values
2 - High
Done
6.01.02
4.07
643491
Tracker#:1452 - The hot modulus is calculated incorrectly for the BS7159 code option
2 - High
Done
6.01.01
6.00
643490
Tracker#:1451 - Selecting laminate type or reference is not updating material properties
2 - High
Done
6.01.01
6.00
643488
Tracker#:1838 - Supports on bend midpoints/frames & all soil deleted during consistency check
2 - High
Done
6.01.01
6.00
643486
Tracker#:1834 - After delete points & consistency check, single segment tees may be corrupted
2 - High
Done
6.01.01
6.00
643470
Tracker#:974 - Analysis may crash if Hydrotest P/T loadcase is > 1 and rigid pipes defined
2 - High
Done
6.00.05
5.00
643468
Tracker#:971 - Invalid combinations can be created in Result\Code\User and Result\Other\User
2 - High
Done
6.00.14
4.05
643463
Tracker#:948 - Grouping with missing mass may cause incorrect response spectrum results
1 - Critical
Done
6.00.09
4.02
643458
Tracker#:935 - Selecting both beam and frame points with Edit\Text open may cause crash
2 - High
Done
6.00.05
5.00
643420
Tracker#:833 - Edit/Copy of a single point component causes the program to hang
2 - High
Done
6.00.04
5.03
643393
Tracker#:749 - BS806 and MITI codes do not use P2,T2 and P3, T3 cases for gen. stress
2 - High
Done
5.03.02
4.07
643388
Tracker#:742 - Incorrect mass calculation at valves and flexible joints
2 - High
Done
5.03.02
4.04
643375
Tracker#:724 - Hoop stress calculation for mitered bends is not per ASME B31.1
2 - High
Done
5.03.02
4.00
643361
Tracker#:707 - Hanger forces are not printed for all load cases in Support sub-report
2 - High
Done
5.03.01
5.00
643349
Tracker#:689 - Contiguous segmt intersect may cause hang during copy of attach branch
2 - High
Done
5.03.01
5.00
643305
Tracker#:591 - Incorrect BS806 longitudinal bending stress at straight pipes
2 - High
Done
5.03.01
4.04
643296
Tracker#:2132 - Paste may cause bends to have connectivity errors & invalid pipe properties
2 - High
Done
6.10.03
6.00
643291
Tracker#:2061 - Inserting a support at a tee or junction point may crash the program.
2 - High
Done
6.10.02
5.00
643282
Tracker#:2362 - Using static correction methods for some dynamic analyses produces no difference
1 - Critical
Done
6.20.03
4.04
643276
Tracker#:2339 - Rigid support response to force spectrum loads are not always accurate
2 - High
Done
6.20.03
4.04
643274
Tracker#:2337 - Incorrect response spectrum accelerations reported using ZPA
2 - High
Done
6.20.03
4.02
643268
Tracker#:2309 - Missing time history loads after using Fluid Transient command
2 - High
Done
6.20.01
5.00
643266
Tracker#:2302 - Rigid support response to time history loads are not always accurate
2 - High
Done
6.20.03
5.00
643258
Tracker#:2275 - Guide support results on a vertical line may be inconsistent with gap directions
2 - High
Done
6.20.05
6.00
643252
Tracker#:2196 - Insert/flange over a range in non-english units gives incorrect flange weights
2 - High
Done
6.10.06
6.00
643248
Tracker#:2340 - Zero support reactions in force spectrum analysis except for last load case
2 - High
Done
6.20.03
4.04
643225
Tracker#:4531 - Selecting the "Max Range" code stress combination only will crash the program
2 - High
Done
8.5.1.6
8.5.0
643218
Tracker#:4440 - Missing unit or library files may cause corruption of Xtra Data in the model
2 - High
Done
8.5.1.2
8.5.0
643202
Tracker#:4418 - Tee connectivity data may be corrupted after modifying bend to run point
2 - High
Done
8.5.1.3
8.5.0
643162
Tracker#:4186 - Flexible joint & nozzle stiffness is decreased with mass or soil points
2 - High
Done
8.50.12
4.04
643152
Tracker#:4037 - General code uses reducing tee formula for codes that do not require it
2 - High
Done
8.50.14
4.00
643116
Tracker#:4802 - Program hangs when sizing relief valve vent lines
2 - High
Done
8.5.1.9
6.00
643104
Tracker#:4714 - Pres/Temp data at bend midpoint is not updated in Pres/Temp grid
2 - High
Done
8.5.1.8
8.5.0
643103
Tracker#:4708 - The program may crash after deleting points and running the analysis
2 - High
Done
8.5.1.7
8.5.0
643092
Tracker#:4496 - Frames copied from model to model may change section properties after paste
2 - High
Done
8.5.1.5
8.5.0
643091
Tracker#:4495 - Frames copied from model to model do not display in solid view after paste
2 - High
Done
8.5.1.5
8.5.0
643087
Tracker#:4481 - The pressure calc. for thick wall pipes uses thin-wall theory for Poisson effect
2 - High
Done
8.5.1.6
4.00
643086
Tracker#:4479 - Member earthquake factors are not saved and applied to beams
2 - High
Done
8.5.1.4
6.01
643083
Tracker#:4475 - The program may crash when selecting a cell in the Point Grid
2 - High
Done
8.5.1.4
8.5.0
643079
Tracker#:3893 - Program hangs after copy/paste of a tee
2 - High
Done
12.04.00.04
5.00
643076
Tracker#:3798 - Modify pipe properties over range may corrupt the model
2 - High
Done
8.50.10
6.03
643058
Tracker#:3650 - Model revision number is not updated for General Model Option changes
2 - High
Done
8.50.16
6.00
643051
Tracker#:3541 - The Automatic Cf factor calculation for the ASCE 7-98 wind load is incorrect
2 - High
Done
8.50.03
6.02
643042
Tracker#:3079 - Cannot close error message E38-25 if pipe size is not valid for valve type
2 - High
Done
6.30.05
6.20.10
643027
Tracker#:3171 - Stream function messages do not clearly indicate the validity of results
2 - High
Done
6.30.06
4.04
643026
Tracker#:3167 - Problems in spectrum analyses may cause a crash while generating output report
2 - High
Done
6.30.06
4.06
643013
Tracker#:3056 - Current velocity and marine growth data may not always be initialized properly
2 - High
Done
6.30.05
4.04
643012
Tracker#:3053 - Analysis results for deep water wave loads may be too large at the seabed
2 - High
Done
6.30.06
4.04
643010
Tracker#:3034 - Incorrect number of TIH files causes large time history ZPA reactions
2 - High
Done
6.30.04
6.02
642999
Tracker#:2740 - Incorrect effective branch wall thickness for B31.1 reduced outlet tees
1 - Critical
Done
6.20.08
6.00
642997
Tracker#:2686 - Wide miter elbow has the wrong B2 value for NC and ND codes
2 - High
Done
6.20.04
6.00
642974
Tracker#:3495 - Shear modulus is zero for new pipe sections after a Cancel in the PipeID dialog
2 - High
Done
8.50.03
6.03
642969
Tracker#:3483 - Tee stress results for General Stress report combinations may not be correct
2 - High
Done
8.50.12
4.02
642922
Tracker#:2803 - ZPA or missing mass option may cause a memory error during dynamic analyses
2 - High
Done
6.30.02
6.02
642918
Tracker#:2795 - Program gives very large results for long duration time history load
2 - High
Done
6.30.02
6.02
642897
Tracker#:5124 - Program crashes if Ctrl+Z is pressed more than once in Input grids
2 - High
Done
8.6.0.2
8.5.0
642878
Tracker#:5235 - Hoop stress for thick wall pipes is not calculated correctly for EN13480 code
2 - High
Done
8.6.0.4
6.03
642845
Tracker#:5354 - Shaft axis set to Inclined in Rotating Equipment dialog will hang the program
2 - High
Done
8.6.0.4
5.00
642831
Tracker#:5470 - Tee in- & out-plane moments are reversed on +side when run & branch on same seg
2 - High
Done
8.6.0.6
4.04
642812
Tracker#:5821 - Constant Force hanger stiffness is incorrectly set to rigid when undesigned
2 - High
Done
8.9.0.1
4.02
642805
Tracker#:6219 - Fluid transient forces may be incorrect downstream from a flow rate change
1 - Critical
Done
8.9.0.5
5.00
642803
Tracker#:6053 - Cut short may be incorrect when mass & soil points are present
2 - High
Done
8.9.0.4
6.00
642786
Tracker#:6422 - P&T dependent data may change if inserting before the 1st segment point
2 - High
Done
8.9.0.12
6.01
642778
Tracker#:6511 - Zero code stresses are shown for General Code with B31.8 SIF option
2 - High
Done
8.6.0.12
8.6.0
642777
Thermal Ratchet C4 from previously processed pipe properties may be used if current pipe properties C4 value is zero
2 - High
Done
9.6.1.9
9.2.2
642772
Stress indices and moment of inertia may be calculated incorrectly for nodes with transition welds
1 - Critical
Done
9.6.1.10
9.1.0
642761
Tracker#:7450 - Stress indices for branch tees is not correct if branch pipe is reinforced
2 - High
Done
9.1.0.23
8.6.0
642747
ASME B31.8: Temperature derating factor T is not used in calculation of sustained and occasional stress allowable
2 - High
Done
9.6.1.10
6.3.0
642746
Tracker#:7043 - BS7159 pressure stress and multiplier may be incorrect
2 - High
Done
9.0.0.8
8.6.0
642743
Tracker#:6835 - Changing to 'Spring' or 'Constant' in Support grid may affect nonlinear static
2 - High
Done
9.0.0.5
8.5.0
642742
Tracker#:6829 - Large thermal movement may result during hanger selection analysis
2 - High
Done
9.0.0.5
8.5.0
642738
Tracker#:6679 - Materials in B31.3 library have the wrong allowable stresses
2 - High
Done
9.0.0.2
8.5.0
642736
Stress indices and B2 correction factor for reducers may be calculated incorrectly
1 - Critical
Done
9.6.1.10
9.1.0
642706
Tracker#:7201 - Loading 8.6 model with fluid transient data into 9.0 hangs the program
2 - High
Done
9.1.0.18
9.0.0
642705
Tracker#:7483 - Program crashes when trying to delete segment origin pt in attached test model
2 - High
Done
9.1.0.21
6.3.0
642704
Tracker#:7469 - Crotch thickness for B31.1 2005a code is not saved correctly for SI units
2 - High
Done
9.1.0.21
9.0.0
642699
Tracker#:7093 - Allowable hoop stress for EN13480 is set to fh instead of design stress f
2 - High
Done
9.1.0.21
6.3.0
642693
Tracker#:7634 - Incorrect bend geometry after exporting support loads to STAAD
2 - High
Done
9.1.0.23
8.9.0
642688
Tracker#:7271 - Incorrect units used for Chinese GB material library
2 - High
Done
9.1.0.22
9.0.0
642686
Tracker#:7055 - Hoop and Shear Modului are not updated when ambient temperature changes
2 - High
Done
9.1.0.14
9.0.0
642682
Tracker#:7107 - Update EN13480 elongation criteria for allowable stress for austenitic steel
2 - High
Done
9.1.0.21
6.3.0
642666
Tracker#:8051 - B31.1-67 branch stress calculated for reducing outlet branch tees is incorrect
1 - Critical
Done
9.2.0.2
4.05
642657
Tracker#:8031 - Interactive Long stress ratio may be incorrect for B31.8 and offshore codes
2 - High
Done
9.2.0.1
8.5.0
642653
Tracker#:8021 - Branch stress calculated for reducing outlet branch crosses may be incorrect
1 - Critical
Done
9.2.0.2
4.05
642651
Tracker#:8016 - Pressure & allowable stresses can be incorrect for multiple analysis sets
1 - Critical
Done
9.2.0.1
9.1.0
642650
Tracker#:8015 - JSME: Cannot add load cases to combination in CS1(P+S) category
2 - High
Done
9.2.0.1
9.1.0
642648
Tracker#:8010 - MITI-3: Cannot add load cases to combination in 3AS(P+S) category
2 - High
Done
9.2.0.1
5.03
642639
Tracker#:7987 - Sustained stress adds up all P cases when multiple analysis sets are defined
2 - High
Done
9.2.0.1
9.1.0
642638
Tracker#:7983 - TTA profiles with long transients may return incorrect Delta T1 & T2 values
1 - Critical
Done
9.2.0.1
9.1.0
642633
Tracker#:7967 - Cannot enter a User B1 value of less than 0.5 for ASME NB
2 - High
Done
9.2.0.3
9.1.0
642632
Tracker#:7964 - Selecting load case in the Impose Disp. dialog always displays E49-40 for KHK
2 - High
Done
9.2.0.1
9.1.0
642626
Tracker#:7944 - Member static earthquake factor is not applied correctly at valve midpoint
2 - High
Done
9.2.0.1
9.1.0
642623
Tracker#:7938 - Two consecutive tees on the same segment may be disconnected after NTL import
2 - High
Done
9.2.0.1
6.1
642617
Tracker#:7898 - FY allowable force resets to 'none' for all reference point data
2 - High
Done
9.2.0.1
9.1.0
642616
Tracker#:7897 - Comb based on last analysis set only are correct in General Stress report
2 - High
Done
9.2.0.1
9.1.0
642613
Tracker#:7978 - Error with Xtra data > Joint names & SIF values when imported model
2 - High
Done
9.2.0.1
8.9.0
642601
Tracker#:7845 - Incorrect NC/ND reversing loads in Service Levels C & D for rotated tees
1 - Critical
Done
9.1.1.1
9.1.0
642600
Tracker#:7844 - Incorrect JSME moment summation for rotated tees
1 - Critical
Done
9.1.1.1
9.1.0
642598
Tracker#:7842 - Support dlg: Switch 'Constant' support (designed) to 'Spring' crashes program
2 - High
Done
9.1.1.1
9.1.0
642597
Tracker#:7841 - Valve with midpoint is exported incorrectly as a valve and run pipe to STAAD
2 - High
Done
9.1.1.1
9.1.0
642591
Tracker#:7861 - Incorrect ASME NC/ND moment summation for rotated tees for Eqs (8) and (9)
1 - Critical
Done
9.1.1.1
8.6.0
642590
Tracker#:7846 - Incorrect ASME NB moment summation for rotated tees
1 - Critical
Done
9.1.1.1
9.1.0
642583
Tracker#:8472 - Allowable Stress and Design Intensity is incorrect for few materials in ASME1986
1 - Critical
Done
9.3.0.1
8.6.0
642570
Tracker#:8436 - Program incorrectly shows code check failing when equation 10 fails for ASME NB
2 - High
Done
9.2.1.1
9.1.0
642568
Tracker#:8434 - File write error may crash the program on saving or analyzing a model
2 - High
Done
9.2.1.2
9.2.0
642567
Tracker#:8433 - Moment summation at the tee for ASME NB ignores moment sign for second leg
1 - Critical
Done
9.3.0.3
9.1.0
642562
Tracker#:8207 - ASME NB 1977 K2 and K3 stress indices are incorrect for some welded transitions
1 - Critical
Done
9.2.0.6
9.1.0
642558
Tracker#:8188 - For vertical API610 pumps, stresses are NaN when AUTODIN is used
2 - High
Done
9.2.0.4
9.1.0
642554
Tracker#:8165 - New KHK2 models show zero results except for combinations with PW
2 - High
Done
9.2.0.6
9.1.0
642552
Tracker#:8159 - DeltaT1 and DeltaT2 units are not converted correctly when switching to SI units
2 - High
Done
9.2.0.4
9.1.0
642550
Tracker#:8156 - New KHK2 models show default combinations as those of KHK1 piping code
2 - High
Done
9.2.0.3
9.1.0
642549
Tracker#:8155 - Stress at pipe end of far reducer point with a support has zero moment
2 - High
Done
9.2.0.3
9.1.0
642546
Tracker#:8149 - In ASME NC/ND 1981/1982 Unreinforced/Reinforced tee SIF can be less than 2.1
1 - Critical
Done
9.2.0.3
6.3.0
642533
Tracker#:8300 - For ASME NB-1975 add, K2 and K3 indices are incorrect for Flush BW Transition
2 - High
Done
9.2.0.6
9.1.0
642531
Tracker#:8281 - TTA Pipe and Insulation grid blocks valid pipe thickness input for SI Units
2 - High
Done
9.2.0.6
9.1.0
642523
Tracker#:8498 - Stress level code combinations like (SUS) are ignored for ASME NB/NC/ND
2 - High
Done
9.2.1.5
9.1.0
642521
Tracker#:8486 - Reinforced tee B2b & B2r stress indices are set equal for NC/ND 2003-2004 code
1 - Critical
Done
9.3.0.1
9.1.0
642520
Tracker#:8485 - Code year NC/ND 1980 Summer is mislabeled as 1982a. Also ND 1983W is mislabeled
2 - High
Done
9.2.1.5
9.1.0
642519
Tracker#:8116 - Pipe side SIF at far point of reducer may not be correct
2 - High
Done
9.2.0.3
9.1.0
642518
Tracker#:8115 - Butt Weld offset or mismatch is incorrectly used as offset ratio delta/t in SIF
2 - High
Done
9.2.0.4
9.1.0
642517
Tracker#:8113 - Incorrect local y and z axes for nearly vertical pipes
2 - High
Done
9.2.0.3
5.00
642515
Tracker#:8097 - For ASME NC/ND 1986-1989 Girth Butt Weld SIF is set to 2.8 for t < 0.237 inches
2 - High
Done
9.2.0.3
9.1.0
642511
Tracker#:8595 - ASME NB 1989 socket weld indices for Cx<=0.75tn are always used for later years
1 - Critical
Done
9.3.0.1
9.1.0
642509
Tracker#:8590 - C2 should not be set to 1.0 when t < 0.237 in. for NC/ND 2001 and later editions
1 - Critical
Done
9.3.0.1
9.2.1
642508
Tracker#:8589 - B2' = 1.5 is always used for Socket welds for NC/ND 2001 and later
1 - Critical
Done
9.3.0.1
9.1.0
642489
Tracker#:8527 - Equation 11a should not be used for years before 1994 in pre-verification report
2 - High
Done
9.2.1.4
9.1.0
642485
Tracker#:8521 - Girth Butt weld SIF maybe > 1.0 for t < 0.237" and ASME NC/ND 2001 and later
2 - High
Done
9.2.1.4
9.1.0
642484
Tracker#:8517 - Moment summation incorrectly applied to reverse dynamic loads for NC 1972-1980
1 - Critical
Done
9.3.0.1
9.1.0
642483
Tracker#:8516 - Problem with tee run moment summation for unsigned SAM cases
1 - Critical
Done
9.3.0.1
9.1.0
642472
Tracker#:8699 - Pressure stiffening correction is not applied to SIF factor
2 - High
Done
9.2.2.5
9.1.0
642463
Tracker#:8652 - Tee data switched when rigid options are inserted on a branch
1 - Critical
Done
9.3.0.1
9.1.0
642458
Tracker#:8637 - Negative force/disp/gross disc. or cut short may cause incorrect stresses
1 - Critical
Done
9.3.0.1
9.1.0
642453
Tracker#:8621 - Ratchet stress is incorrect for SI units
2 - High
Done
9.2.2.2
9.1.0
642448
Tracker#:8615 - C2 for ASME NC/ND 1994 and later ignores longitudinal weld
2 - High
Done
9.2.2.2
9.1.0
642445
Tracker#:8612 - Hanger Selection: HGR file is not created in Analyze / All
2 - High
Done
9.2.2.1
9.1.1
642440
Tracker#:8603 - ASME NB Thermal Ratchet shows Delta-T1 range from last load set pair
1 - Critical
Done
9.3.0.3
9.1.0
642435
Tracker#:9023 - ASME NB 1980+1982 Addenda is mislabled as ASME 1980
2 - High
Done
9.3.0.6
9.2.1
642434
Tracker#:9488 - Thermal bowing alpha for last pipe is used for all pipes for ASME NB, NC and ND
2 - High
Done
9.4.0.11
9.3.1
642433
Tracker#:9487 - User B1 and C3 stress indices limits are incorrect
2 - High
Done
9.4.0.15
9.1.0
642432
Tracker#:9483 - Zero stresses in the stress summary when number of loadsets exceeds 150
2 - High
Done
9.4.0.15
9.1.0
642429
Tracker#:9441 - Hoop stress in user combination is shown as zero if load case has Pressure 1
2 - High
Done
9.4.0.6
9.1.0
642428
Tracker#:9357 - ASME NB, NC and ND combined stress may be non-conservative for skewed pipe
1 - Critical
Done
9.3.2.5
9.1.0
642427
Tracker#:9338 - Tee header SIF is incorrectly used for branch in Japanese JSME 2005 code
1 - Critical
Done
9.3.2.2
9.1.0
642425
Tracker#:9205 - Maximum DT1 and DT2 stress is not used for tee in pre-verification report
2 - High
Done
9.3.1.4
9.1.0
642424
Tracker#:9203 - Pulled bend flexibility factor is conservatively set to 1.0
2 - High
Done
9.3.1.4
9.1.0
642423
Tracker#:9171 - SAM as Reverse dynamic gives zero SAM stresses in NB rev.dyn summary
1 - Critical
Done
9.3.1.4
9.1.0
642422
Tracker#:9164 - NC/ND 2004 tee stress for reverse dynamic stress summary is conservative
2 - High
Done
9.3.1.2
9.1.0
642420
Tracker#:9160 - B2 is used instead of B2' for girth BW with thickness change for Rev Dyn Summary
1 - Critical
Done
9.3.1.3
9.1.0
642419
Tracker#:9113 - Exported DXF file is corrupted
2 - High
Done
9.3.1.1
9.3.0
642417
Tracker#:9111 - Flange report pressure rating class = *****
2 - High
Done
9.3.1.2
9.3.0
642416
Tracker#:9099 - Cannot run time history if a previously used THL file is not in model folder
2 - High
Done
9.3.1.1
9.2.0
642415
Tracker#:9091 - Abutting bend stress indices are too conservative for pipe thickness < 3/16"
2 - High
Done
9.3.1.3
9.1.0
642413
Tracker#:9044 - Abutting elbow C2 index is using NB 1992 girth weld C2 formula for earlier years
1 - Critical
Done
9.3.0.7
9.1.0
642412
Tracker#:9040 - Problem with entering OTHER tee for JSME code
2 - High
Done
9.3.0.7
9.1.0
642410
Tracker#:9034 - Branch Type Tee SIFs and stress indices for JSME code are using NC 2004 values
1 - Critical
Done
9.3.0.7
9.1.0
642408
Tracker#:9025 - Eqn.8 & 9 stress summary may be incorrect at plus side of tee for NC/ND 2004
1 - Critical
Done
9.3.0.6
9.1.0
642407
Tracker#:9014 - ASME NB/NC/ND OTHER tee stress indices maybe incorrect
1 - Critical
Done
9.3.0.6
9.1.0
642405
Tracker#:9302 - Stress ISO: Metric DXF borders corrupt the file during DXF export
2 - High
Done
9.3.2.1
9.0.0
642367
Tracker#:8793 - ASME B31.3 App P option causes different results in multiple load sets
1 - Critical
Done
9.3.0.1
9.1.1
642365
Tracker#:8788 - Incorrect MSRS analysis results when flexible joint or nozzle elements used
1 - Critical
Done
9.3.0.2
9.2.0
642364
Tracker#:8787 - SAM Axial stress results are zero for ASME ND code 94 or later
1 - Critical
Done
9.3.0.2
9.1.0
642360
Tracker#:8771 - Soil points along the bend use pipe SIF instead of bend SIF
2 - High
Done
11.05.00.06
8.6.0
642359
Tracker#:8759 - Some pipe properties for plus point is used for minus point for ASME NB, NC&ND
1 - Critical
Done
9.3.0.1
9.1.0
642352
Tracker#:8737 - Transition weld SIF uses thickness at plus side of the joint
1 - Critical
Done
9.3.0.1
8.9.0
642349
Tracker#:8731 - ASME NB Equation 9 Allowable may change based on last load set pair
1 - Critical
Done
9.3.0.1
9.1.0
642322
Tracker#:8991 - Changing pipe material in the input grid does not update thermal expansion alpha
2 - High
Done
9.3.0.6
9.1.0
642318
Tracker#:9631 - Pressure stiffening not applied to code stress for offshore codes and B31.8
2 - High
Done
9.4.0.11
9.1.0
642308
Tracker#:9329 - Reinforced tee B2r < 1.575 and C2r < 2.1 are incorrect for NC/ND 2003 and later
1 - Critical
Done
9.3.2.1
9.1.1
642293
Tracker#:9768 - Pressure stiffening is not applied correctly when analysis sets are not analyzed
2 - High
Done
9.4.0.11
9.1.0
642284
Tracker#:9675 - User allowable stress is not used for Rest categories for B31.8
2 - High
Done
9.4.0.9
9.1.0
642283
Tracker#:9673 - AutoPIPE crashes while opening a model.
2 - High
Done
9.4.0.9
9.2.0
642281
Tracker#:9664 - Sustained stress allowable ignores creep if one T < Tcrp is included in analysis
2 - High
Done
9.4.0.9
9.1.0
642277
Tracker#:9790 - Rotation support is ignored when inserted from menu after a nonlinear support
2 - High
Done
9.4.0.13
9.0.0
642275
Tracker#:9823 - User defined units may lead to incorrect compressor or turbine equipment reports
2 - High
Done
9.4.0.15
7.1
642272
Tracker#:10203 - American materials in EN13480 library may have incorrect creep data
2 - High
Done
9.5.0.7
6.3.0
642264
Tracker#:10166 - Two flanges added to a component may incorrectly share the same flange data
1 - Critical
Done
9.5.0.10
9.4.0
642260
Tracker#:10145 - BTP 1987 Rupture limit for equation 9 is using min. hot Sy instead of design Sy
1 - Critical
Done
9.5.0.10
9.1.1
642245
Tracker#:9957 - Pipelink: Changing background color on a pipelink imported model causes crash
2 - High
Done
9.4.0.16
9.3.0
642244
Tracker#:10050 - Minimum allowable is not used for tee stresses in JSME
2 - High
Done
9.5.0.4
9.1.0
642241
Tracker#:9926 - User Allowable tab is blank for 100 or more pressure/Temp cases
2 - High
Done
9.4.0.16
9.3.2
642228
Tracker#:9971 - Adding dynamic sets may remove other cases for older MITI and JSME models
2 - High
Done
9.4.0.18
9.3.0
642217
Tracker#:11022 - Incorrect mapping of support groups when changing JSME edition from 2008 to 2005
2 - High
Done
9.5.1.3
9.5.0
642216
Tracker#:11020 - Incorrect SAM displacements for JSME 2008 with more than 2 support groups
2 - High
Done
9.5.1.3
9.5.0
642209
Tracker#:10877 - Sustained Allowable may be incorrect for NS & Materials for B31.3/B31.1 code
2 - High
Done
9.5.1.5
9.3.0
642200
Tracker#:10788 - FlangeAnalysis: Bolt Spacing Correction Factor may calculate incorrectly
2 - High
Done
9.5.1.1
9.4.0
642199
Tracker#:10784 - Sustained allowable for B31.1 & B31.3 may be incorrect when Circ. W fac. applied
2 - High
Done
9.5.1.1
9.4.0
642198
Tracker#:10782 - B31.3-2010 Occasional allowable may be unconservative for T<Tcr or Tcr=0
1 - Critical
Done
9.5.1.1
9.4.1
642196
Tracker#:10751 - Program not reporting max stress from -ve and +ve faces of soil and kink points
1 - Critical
Done
9.5.1.2
4.00
642190
Tracker#:10723 - SAM axial stress of plus face of a point uses axial force of minus face
1 - Critical
Done
9.5.1.1
9.1.0
642189
Tracker#:10722 - Bend near point does not use SIF value for Adams Method ASME NC/ND
2 - High
Done
9.5.1.1
9.5.0
642176
Tracker#:10593 - The allowable (K) factor does not reset after changing the stress category
1 - Critical
Done
9.5.0.21
9.1.0
642170
Tracker#:10645 - Creep for 1.49XX material in EURO2009 using incorrect data from German version
2 - High
Done
9.5.1.5
9.4.0
642117
Tracker#:10237 - Ke is less than 1 when service level Rupture is selected and 2.4 Sm < Sn < 3 Sm
1 - Critical
Done
9.5.0.10
9.1.1
642093
Tracker#:11112 - Incorrect analysis results with imposed disp. or anchor movement on soil points
1 - Critical
Done
9.6.0.16
5.00
642092
Tracker#:11111 - Maximum expansion (EXP) added at moment level not associating thermal case
2 - High
Done
9.6.0.16
9.2.0
642090
Tracker#:11107 - Thermal bowing: "Instantaneous expansion coeff. for NS materials" is not used
2 - High
Done
9.6.0.19
9.6.0
642087
Tracker#:11103 - Absolute axial stress not used for calculating expansion stress for B31.3 (2012)
2 - High
Done
9.6.0.16
9.6.0
642085
Tracker#:11094 - Ce factor and exposure category is not retained in UBC wind profile dialog
2 - High
Done
9.6.0.16
9.6.0
642079
Tracker#:11153 - Different hot modulus value not used for analysis for points on the same pipe ID
1 - Critical
Done
9.6.0.18
6.00
642058
Class 1: Tee summation rotation incorrect for tee nodes with name 'A19'
2 - High
Done
10.1.0.8
10.00.00
642055
Material properties set for valve or flexible joint are used to calculate allowable stress for pipe that follows
1 - Critical
Done
10.1.0.8
9.1.0
642054
ASME NB: Global moment values are used for time history load case for non-tee points when "Modal/timestep tee summ" option is enabled
2 - High
Done
10.1.0.8
10.00.00
642033
Tee inserted at the branch of another tee incorrectly inherits properties of the existing tee
1 - Critical
Done
11.0.0.19
6.3.0
642026
Ground motion time history case with multiple .tih files reporting incorrect values
2 - High
Done
11.0.0.10
5.00
642021
ASME NB: Stress summary containing equation 10 transient with a user defined non-reversing SAM category combination may give incorrect results
1 - Critical
Done
11.0.0.10
9.1.0
641999
JSME Class 2-PPC: B1 stress index is incorrectly reported as 1.0 for a reducer with cone angle value of 30.0
2 - High
Done
10.0.0.7
9.1.0
641995
Stress indices of bend are incorrectly applied to reducer
1 - Critical
Done
10.0.0.7
9.1.0
641987
Non-linear analysis is incorrectly flagging supports as lifting off
2 - High
Done
10.1.0.1
10.00.00
641986
ASME NC/ND: C2r and C2b stress Indices may be incorrectly calculated for fillet welded and partial penetration welded branch connections
1 - Critical
Done
10.1.0.1
9.1.0
641979
ASME NB: Tee moments may use incorrect sign and may lead to incorrect stress results when combining signed and unsigned combinations
1 - Critical
Done
11.01.00.11
9.1.0
641976
Base material for SA508-1A material specification is incorrectly set as Low Alloy Steel instead of carbon steel
1 - Critical
Done
10.1.0.1
9.6.1
641969
ISO14692: Pressure correction factor for bend flexibility factor is applied incorrectly
2 - High
Done
9.6.3.6
9.5.0
641962
JSME Class 2-PPC: B1 stress index is incorrectly reported as 0.5 for a reducer with cone angle value of 60.0
1 - Critical
Done
10.0.0.7
9.1.0
641958
Incorrect stress value may be stored for SLO(B2) combination for JSME Piping code
2 - High
Done
9.6.3.2
9.5.0
641939
Tracker#:11167 - Temperature dependent data not updated on modifying temperature for points range
1 - Critical
Done
9.6.0.19
9.5.0
641929
B31.1: SIF is not correctly calculated for welding tees with a special consideration of crotch radius and thickness
2 - High
Done
9.6.2.2
9.0.0
641923
ASME NB: Program applies incorrect minimum value limit for fillet welded branch connection stress indices
2 - High
Done
11.0.0.16
9.3.1
641922
ASME NB: Incorrect stress results may be reported for negative face of a reducer node that is directly connected to a tee branch
1 - Critical
Done
11.0.0.15
9.1.0
641920
ASME NB: Thermal ratchet allowable may be calculated incorrectly when the ratio of pressure stress over yield strength is greater than or equal to 1
1 - Critical
Done
11.0.0.18
9.1.0
641919
ASME NB: Changing fatigue curve for a pipe identifier may modify fatigue curves for other pipe identifier(s)
1 - Critical
Done
11.01.00.09
9.3.0
641915
Buoyancy is not applied to copied segments
1 - Critical
Done
11.0.0.19
9.5.0
641896
ASME NB: Stress, allowable and SIF calculations for a reducer may use incorrect Pipe properties and Pressure/Temperature data
1 - Critical
Done
11.01.00.11
9.1.0
641894
Wind and hydrotest loads are not applied to a segment if snow load checkbox is unchecked
2 - High
Done
11.03.00.01
11.02.00
641892
ASME NC/ND: Equation 11 allowable calculation is incorrectly impacted by selected equation 9 allowable case
1 - Critical
Done
11.03.00.03
9.1.0
641883
On duplicating a wind load, changing the wind direction of one case also updates the direction of duplicated case
2 - High
Done
11.01.00.20
11.01.00
641882
Hydrotest: For beams thermal anchor movements are multiplied with temperature factor and incorrectly added to thermal anchor movements for displacements
2 - High
Done
11.01.00.20
10.00.00
641881
Bend flange correction factor is not applied when flange is located beyond segment change
1 - Critical
Done
11.04.00.06
6.3.0
641877
ASME NB: Response and SAM case are not summed up using Modal/Timestep Tee moment Summation
1 - Critical
Done
11.04.00.06
10.00.00
641876
ASME NB: Pressure term calculations use maximum D/t from header and branch instead of header only
2 - High
Done
12.02.00.11
9.1.0
641875
Flange Analysis: When internal pressure is set to zero, stresses due to external loads are not calculated
2 - High
Done
11.04.00.04
9.4.0
641874
Flange Analysis: Program is incorrectly calculating gasket seating bolt load (Code required) for flanges subjected to external pressure
2 - High
Done
11.04.00.03
9.4.0
641873
JSME 2008: Occasional stress is not included at Tee point when the "MAX OCC" option is selected
1 - Critical
Done
12.06.00.09
10.00.00
641872
Flange Check: Gasket Inside Diameter and Effective Width values may not be correct
2 - High
Done
12.06.00.31
9.4.0
641871
ASME B31.8: User defined rest-func and rest-exp combinations incorrectly use a default kFac of 1.0
2 - High
Done
12.06.00.37
9.0.0
641870
Results for models with connected anchors and intermediate soil and/or mass points may be incorrect
1 - Critical
Done
12.06.00.26
12.00.00
641869
Material Libraries: Incorrect data may be retrieved from the library for certain materials
2 - High
Done
12.04.00.12
8.6.0
641868
Pressure extension forces and moments not considered for B31.3 and B31.1 2018 sustained combinations at 0 pressure
2 - High
Done
12.04.00.11
12.01.00
641867
Expansion and modulus of elasticity values for standard material “AU-TYPE 309” are incorrectly retrieved for “B311-86” and “B311-92” material libraries at temperatures higher than 900 deg F
1 - Critical
Done
12.04.00.13
8.9.0
641866
Properties for SA671-C70-22 code dependent material may not be retrieved correctly when using ASME2004, ASME2007, or ASME2009 material library
1 - Critical
Done
12.04.00.07
9.3.0
641865
Y factor should not be considered in calculations of Hoop stress and ASD category for DNV 2012 and later editions
2 - High
Done
12.04.00.04
9.6.0
641864
ASME B31J: SIF values for Unreinforced Fabricated tee with sloped configuration may not be calculated correctly
1 - Critical
Done
12.04.00.09
11.03.00
641863
ASME B313 Material Libraries: Incorrect allowable stress, yield strength, or thermal expansion data for some materials
1 - Critical
Done
12.04.00.04
9.0.0
641862
ASME NC/ND: Allowable case for Sh, Sy in Eq. 9 is incorrectly used for 1980+1980S add. and earlier editions
1 - Critical
Done
12.04.00.06
9.1.0
641861
Time History Profile (*.THP) file with time and/or load values having more than ten characters may generate incorrect Time History results
1 - Critical
Done
12.04.00.04
11.02.00
641860
ASME NC/ND: B2 stress index and allowable calculations for a reducer may use incorrect pipe properties and pressure temperature data
1 - Critical
Done
12.04.00.02
9.1.0
641859
ASCE-7-10: Exposure category B is incorrectly limiting z value to 30ft for calculating velocity pressure exposure coefficient Kz
2 - High
Done
12.03.00.08
9.6.0
641858
ASME NB: Equation 11 Temperature distribution terms for tee points always use the second tee header leg material properties which may not be conservative for Tees with varying material across the legs
1 - Critical
Done
12.02.00.11
9.1.0
641857
ASCE 7: Topographical factor Kzt may be calculated incorrectly leading to incorrect wind pressure
1 - Critical
Done
12.03.00.07
9.6.0
641856
ASME B31.3: AL-6XN-B688 allowable values are not correct
2 - High
Done
12.03.00.04
9.3.0
641855
ASME B313 Material Library: A790-S31803 is using incorrect values of thermal expansion at 300F, 800F, 950F and 1300F
2 - High
Done
12.03.00.01
9.3.0
641854
ASME B31J: Skewed tees do not always calculate stiffness values correctly
1 - Critical
Done
12.02.00.13
11.03.00
641853
Flange Check: Capability to assign flange corrosion for flange design is not available
1 - Critical
Done
12.02.00.12
9.4.0
641852
ASME B31J: Flange Bolt/Nut Weight field may incorrectly be overwritten by automatically calculated torsional SIF value
2 - High
Done
12.00.00.14
11.03.00
641851
Axial pressure force may not be used when calculating longitudinal pressure force for Hydrotest load combination
2 - High
Done
12.02.00.06
6.3.0
641850
Flange Check: Flange inserted on a segment junction/continuation point may use zero values for external forces and moments for the selected load combination
1 - Critical
Done
12.01.00.03
9.4.0
641849
ISO 14692: Soil points on components other than bends use joint properties of previous point and Joints allowable stress equations
2 - High
Done
12.01.00.03
9.5.0
641848
ASME B31.1 Material library: Some of the materials are not using correct values for allowable stress, thermal expansion, Modulus or ultimate strength
2 - High
Done
12.01.00.02
9.2.0
641847
Density and Poisson’s ratio may not be updated correctly when switching material library
1 - Critical
Done
12.04.00.07
6.3.0
641846
ASME Nuclear: Stress indices for bend mid points may be calculated incorrectly
1 - Critical
Done
12.02.00.04
9.1.0
641845
Insert new valve dialog may load incorrect length, surface area factor and weight from previously inserted valve
1 - Critical
Done
12.02.00.06
11.00.00
641844
Flange Analysis: When internal pressure is less than zero, ASME section VIII Div 2 is not calculating stresses
2 - High
Done
11.04.00.05
9.4.0
641843
HDPE Pipe cross section library has wrong values
1 - Critical
Done
11.04.00.07
9.6.0
641842
B31.1 Material Library: Thermal expansion data (Table B-1) was not updated in B311-12, B311-14 & B311-16
1 - Critical
Done
11.04.00.07
9.6.0
641841
ASME Material Library : Thermal expansion, Modulus of elasticity and Design stress intensity values for some pipe materials may not be correct
2 - High
Done
12.00.00.07
9.1.0
641840
ASME Material Library: SA182-F22 values are incorrectly updated for ASME2000 and later material libraries
1 - Critical
Done
12.00.00.09
9.1.0
641838
ASME Nuclear Material Library: Thermal expansion and/or Modulus of elasticity values for some pipe materials may not be correct
1 - Critical
Done
12.00.00.07
9.6.1
641836
ASME Libraries: Some pipe materials are not referring to correct standard material
2 - High
Done
11.05.00.05
9.6.1
641835
B31.4 and B31.8 "2012 or later" material libraries are not up to date with the applicable code edition changes
2 - High
Done
12.00.00.11
11.00.00
641831
Imposed Support Displacements inserted on supports or anchors connected to beam members are not considered for Multiple Support Response Spectrum analysis
1 - Critical
Done
11.01.00.20
9.2.0
641829
ASME Nuclear: Incorrect density, composition, and modulus values for standard pipe materials NI and GROUP-1-B
1 - Critical
Done
11.01.00.12
9.1.0
641828
ASME NC/ND: Stress Summary calculations incorrectly uses branch pressure and geometry for pressure term calculations
2 - High
Done
11.01.00.16
9.1.0
641812
Tees with different material across tee legs may report inconsistent allowable values
1 - Critical
Done
9.6.2.6
9.1.0
641811
ASME NC/ND: Elbows with any flange type reports B1 factor for socket welding flange
2 - High
Done
9.6.2.5
9.1.0
641810
For ASME NC/ND, Reducers at Cone Angle 30 deg Reporting Wrong B1 Index
2 - High
Done
9.6.2.3
9.1.0
641809
Incorrect modulus values for ISOGRPM library
2 - High
Done
9.6.3.5
9.5.0
641801
JSME Class 2-PPC: Maximum applicable B1 and B2 indices value at a point may not be used
1 - Critical
Done
10.0.0.7
9.1.0
641800
JSME Class 2-PPC: B1 and B2 indices reported at valve far point are incorrect for valves that are not butt welded
1 - Critical
Done
9.6.3.6
9.1.0
641796
Snip & ChinaGB: Allowable values at points using material specifications with more than one thickness range may be calculated incorrectly
2 - High
Done
10.1.0.1
9.0.0
641794
ASME NB - Tee Moment Summation: Nested user-combinations having different summation for the nested combinations are not being combined correctly
2 - High
Done
10.1.0.1
10.00.00
641791
ASME NC/ND: SIF value lower than 2.0 may be calculated when "Use SIF of 2.0" is checked
1 - Critical
Done
10.0.0.10
9.1.0
641788
ASME NC & ND: B2r and C2r stress indices may be calculated incorrectly for fillet welded and partial penetration welded branch connections
1 - Critical
Done
10.1.0.1
9.3.1
641787
Allowable values at points using material specifications with more than one thickness range may be calculated incorrectly
1 - Critical
Done
10.1.0.1
6.3.0
641783
ISO 14692: Incorrect factor is being used for calculating bend flexibility factor for hand-lay smooth bends
2 - High
Done
9.6.3.6
9.5.0
641782
ASME NB: Reducer placed directly after valve may not use reducer geometry data for stress indices calculations
2 - High
Done
10.0.0.7
9.2.0
641780
ASME NC/ND: B2r/C2r calculations incorrectly use reinforced branch mean radius for evaluating branch thickness tb
2 - High
Done
9.6.3.6
9.6.0
641779
ASME NB: Allowable value for a transient with zero moment case and a non-thermal case is calculated incorrectly
2 - High
Done
10.0.0.9
9.6.1
641772
ASME NB: Global moment values are used for time history load case for non-tee points when "Modal/timestep tee summ" option is enabled
2 - High
Done
10.1.0.1
10.00.00
641771
ASME NB thermal transient analysis gross discontinuity stress may be incorrectly calculated at locations involving last TTA pipe
1 - Critical
Done
10.1.0.4
9.1.0
641761
Default code combinations with (EXP) case considers axial force due to pressure extension only if "Inc. axial, Pcase in Sus." is checked
2 - High
Done
9.6.1.6
8.9.0
641757
Distributed loads are applied incorrectly to a range of piping points that are not in a connected straight line or when distributed load data is corrupted through convert point operation
1 - Critical
Done
9.6.1.6
6.3.0
641674
Equivalent temperature rise dt is calculated incorrectly for HDPE pipes
2 - High
Done
9.6.1.2
9.6.0
641671
DNV 2012 ASD check does not take in to account maximum longitudinal stress
2 - High
Done
9.6.1.4
9.6.0
See Also
Is my model affected by a known issue?
Known Issues in AutoPIPE (Enhancements, defects, etc..)
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Known Issues
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Created by
Mike Dattilio
When:
Wed, Sep 14 2016 12:59 PM
Last revision by
Mike Dattilio
When:
Tue, Mar 26 2024 1:07 PM
Revisions:
44
Comments:
0
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