Last Update: Jan 2025
| ID | Title | Severity | First Affected Build | State | Released In |
|---|---|---|---|---|---|
| 1537139 | API 610 Pumps: Vertical non-in-line pumps may pass despite nozzle loads exceeding the allowable loads | 1 - Critical | 9.4.1 | Done | 24.00.02.243 |
| 1536259 | Input Grid: Changing support type from hanger to non-hanger does not zero out cold load | 1 - Critical | 8.5.0 | Done | 24.00.02.243 |
| 1527965 | Flange Analysis: Inconsistent methodology for calculation of Large End Hub Thickness and Small End Hub Thickness of JIS Slip-On Flanges | 1 - Critical | 9.4.0 | New | |
| 1511714 | ASME NM2: Axial stress produced by the axial force may be incorrectly added to longitudinal pressure stress | 1 - Critical | 24.00.01 | Done | 24.00.02.243 |
| 1509478 | Flange Analysis: Incorrect DIN and JIS flange dimensions may lead to unconservative stress results for Non-Nuclear codes | 1 - Critical | 9.4.0 | Done | 24.00.02.243 |
| 1488126 | Incorrect Forces and Moments results for SAM cases for models with B31J enabled | 1 - Critical | 11.03.00 | Done | 24.00.02.243 |
| 1437177 | ASME Flange Analysis: Incorrect dimensions in Flange Dimensions Library may lead to unconservative stress results | 1 - Critical | 9.4.0 | Done | 24.00.02.243 |
| 1382809 | Converting a Close Miter bend to a Wide Miter bend through Input Grid may result in incorrect SIF and Flexibility Factor | 2 - High | 8.5.0 | Done | 24.00.00 |
| 1380817 | Flexible Joint Report erroneously attempts to use deflections from Mass Point | 2 - High | 23.00.00 | Done | 24.00.00 |
| 1376192 | Misconfigured ASME B31J tees may use incorrect SIF and flexibility values for stress results | 1 - Critical | 11.03.00 | Done | 24.00.00 |
| 1369621 | Sustained stress may be reported incorrectly for tee legs under axial compression/tension | 2 - High | 23.00.01 | Done | 24.00.00 |
| 1353599 | BinaryFormatter in .NET is obsolete and insecure, it should not be used | 2 - High | 11.00.00 | Done | 24.00.00 |
| 1350378 | Incorrect standard material referenced for SCPH21 in AUTOJSME library | 2 - High | 12.08.00 | Done | 24.00.00 |
| 1339114 | Butt Weld incorrect SIF calculation in B31.1 1986 | 2 - High | 09.02.00 | Done | 24.00.00 |
| 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 | 23.00.00 | Done | 24.00.00 |
| 1326943 | EN 13480 2017+2021 add: Occasional stress is missing axial stresses considerations for dynamic loads | 1 - Critical | 23.00.00 | Done | 23.00.01 |
| 1307828 | Security Vulnerability (CVE-2023-31038): Update Power Platform (v23.00.01) - Same info as 1276955 | 2 - High | 12.08.00 | Done | 23.00.01 |
| 1304731 | Forces and Moments for Dynamic and SAM load case(s) may be incorrectly used for tee stress calculations | 1 - Critical | 6.3.0 | Done | 23.00.01 |
| 1302846 | Stoomwezen: Occasional load margin for thermal allowable may not be calculated correctly | 1 - Critical | 6.3.0 | Done | 23.00.01 |
| 1293450 | EN13480: Welded and Contour tees may use incorrect equation to calculate SIF values | 1 - Critical | 9.4.0 | Done | 23.00.01 |
| 1276955 | Security Vulnerability (CVE-2023-31038): Update Power Platform (v12.08.05)- Same info as 1307828 | 2 - High | 12.08.00 | Done | 12.08.05 |
| 1276201 | EN 13480 (2017 + 2021 addenda): In-Plane SIF for Fitting Tee is calculated incorrectly | 1 - Critical | 23.00.00 | Done | 23.00.01 |
| 1275135 | ASME B31.4: Longitudinal Pressure term may not get added to sustained stress | 2 - High | 9.6.0 | Done | 23.00.01 |
| 1271284 | Security Vulnerability (CVE-2018-9466): Update Power Platform (v12.08.05) - Same info as 1076560 | 2 - High | 12.08.00 | Done | 12.08.05 |
| 1265695 | Ultimate Force Gap inputs for an Incline Support may incorrectly get linked to existing Incline Supports in the model | 1 - Critical | 12.07.00 | Done | 23.00.01 |
| 1216775 | Flexible Joint subreport incorrectly considers load reactions outside of the flexible joint | 2 - High | 23.00.00 | Done | 23.00.01 |
| 1200626 | ASME B31.4 2019 does not allow B31J SIF capabilities for B31J reducers | 2 - High | 23.00.00 | Done | 23.00.01 |
| 1197360 | Flexible Joint Report: Coordinate Transformation of Displacements is not done correctly | 2 - High | 23.00.00 | Done | 23.00.01 |
| 1175721 | ASME B31E: Operating load case is incorrectly assigning analysis set properties | 2 - High | 23.00.00 | Done | 23.00.01 |
| 1123428 | Security Vulnerability (CVE-2023-0286): Update Power Platform | 2 - High | 23.00.00 | Done | 23.00.01 |
| 1094104 | ASME material libraries: Density values for certain standard pipe materials may be inaccurate | 1 - Critical | 9.1.0 | Done | 23.00.01 |
| 1093311 | Rigid Length of a beam is not correctly used for its stiffness calculations | 1 - Critical | 8.5.0 | Done | 23.00.00 |
| 1092804 | Tee local coordinate transformation may produce overly conservative results for dynamic, static seismic, and SAM load cases | 2 - High | 6.3.0 | Done | 23.00.01 |
| 1081769 | Minimum sustained margin may be calculated incorrectly from sustained combinations | 1 - Critical | 6.3.0 | Done | 23.00.01 |
| 1076560 | Security Vulnerability (CVE-2018-9466): Update Power Platform (v23.00.00) - Same info as 1271284 | 2 - High | 12.08.00 | Done | 23.00.00 |
| 1054161 | Security vulnerability (WS-2022-0161) - Update installer framework sdk (12.08.04) - Same info as 989613 | 2 - High | 12.06.00 | Done | 12.08.04 |
| 1053328 | ASME B31J: Program does not consider thermal expansion for the rigid lengths of branch elements | 1 - Critical | 11.03.00 | Done | 12.08.04 |
| 1049965 | ASME B31J does not consider thermal expansion for the rigid lengths of branch elements | 1 - Critical | 11.03.00 | Done | 23.00.00 |
| 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 | 9.6.0 | Done | 12.09.00 |
| 1035957 | Wind load rotation only works correctly for inclined wind loads | 2 - High | 11.01.00 | Done | 23.00.00 |
| 1032551 | CSA-Z662 (2011-2015): Material Libraries Not in Sync with those of ASME B31.4 | 2 - High | 10.00.00 | Done | 23.00.00 |
| 989613 | Security vulnerability (WS-2022-0161) - Update installer framework sdk (23.00.00) - Same info as 1054161 | 2 - High | 12.06.00 | Done | 12.09.00 |
| 981578 | Ultimate force gap: Program may not breakaway the support when force on support exceeds breakaway limit | 1 - Critical | 12.07.00 | Done | 23.00.00 |
| 976478 | Hydrotest: Update test pressure does not update pressure at bend midpoints | 2 - High | 9.6.1 | Done | 12.09.00 |
| 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 | 9.6.0 | Done | 23.00.00 |
| 965112 | Adding mass points per span changes B31J static analysis results | 1 - Critical | 11.03.00 | Done | 12.08.02 |
| 960688 | Incorrect thermal expansion data for AU-Type 309 in B31.4 and B31.8 libraries | 2 - High | 9.6.0 | Done | 12.09.00 |
| 960040 | Security: Update Newtonsoft to v13.0.1 to remove security vulnerability | 2 - High | 9.6.0 | Done | 12.08.02 |
| 959774 | Program crashes on editing any node after editing tee point | 2 - High | 12.08.00 | Done | 12.08.02 |
| 956742 | Code Compliance may not display the positive face of a node although the results for the positive face may be higher | 1 - Critical | 6.3.0 | Done | 12.08.02 |
| 949244 | ASME B31.3- B31J always considers "Use SIF of 2.0" checked for reducer | 2 - High | 12.07.00 | Done | 12.08.02.014 |
| 891921 | Modifying Pressure/Temperature data of one point, modifies Pressure/Temperature data of other point(s) | 2 - High | 12.07.00 | Done | 12.08.01.007 |
| 880414 | Security: Upgrade to Power Platform 17 to fix security vulnerability related to libxml2 | 2 - High | 9.5.0 | Done | 12.08.02.012 |
| 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 | 11.00.00 | Done | 12.08.00.053 |
| 869451 | Flange Check: Effective Diameter of Bolts maybe incorrectly used based on Auto Flange/Bolt Dimensions box state | 2 - High | 12.05.00 | Done | 12.08.00.044 |
| 867582 | General Piping code user defined allowable is shown as 0 on "Code Compliance Combination Allowable Stresses" sub-report | 2 - High | 12.02.00 | Done | 12.08.02.014 |
| 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 | 10.00.00 | Done | 12.07.00.446 |
| 812329 | Some flanges are not being reported in the Flange Analysis Summary report | 1 - Critical | 9.4.0 | Done | 12.08.00.044 |
| 804005 | ASME B31.3: Incorrect W factor by changing pipe material and piping code edition | 1 - Critical | 9.4.0 | Done | 12.08.00.031 |
| 801331 | Soil ID input grid: PGV value cannot be modified, instead of PGV the PGA value is updated | 2 - High | 9.5.0 | Done | 12.07.00.391 |
| 794182 | Flange Check: Auto Flange/Bolt Dimensions box incorrectly resets gasket material and configuration | 2 - High | 12.03.00 | Done | 12.07.00.399 |
| 781999 | Time history Location dialog does not accept beam nodes | 2 - High | 9.5.0 | Done | 12.07.00.430 |
| 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 | 6.3.0 | Done | 12.07.00.394 |
| 748540 | ASME B31.3 2016 B31J Flexibility modification, Flex = 0.1 - 1.0, crashes the program | 2 - High | 11.00.00 | Done | 12.07.00.333 |
| 748539 | Copy/Paste: Pasting piping points with soil applied modifies existing model data | 1 - Critical | 9.5.0 | Done | 12.07.00.444 |
| 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 | 9.4.0 | Done | 12.07.00.342 |
| 739795 | Rotating Equipment: Override Nozzle Coordinates checkbox may fetch incorrect equipment nozzle offset values | 2 - High | 9.4.0 | Done | 12.07.00.233 |
| 732630 | Max Ratio for flange with ANSI check is displayed incorrectly in the Flange Summary report | 2 - High | 11.04.00 | Done | 12.08.00.045 |
| 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 | 9.4.0 | Done | 12.07.00.072 |
| 673380 | Incorrect Weld Strength reduction factor for CSEF materials for B31.1 2014 through B31.1 2018 editions | 1 - Critical | 9.6.2 | Done | 12.07.00.342 |
| 643958 | Flange Analysis ANSI Check: Material group ID maybe picked incorrectly from library | 2 - High | 9.6.0 | Done | 12.09.00.293, 12.09.00.244, 12.09.00.202 |
| 643934 | Seismic ASCE 2010: Ss value is not fetched correctly through DB | 2 - High | 9.6.0 | Done | 12.08.00.050 |
| 643863 | Tracker#:493 - BS 7159 "Pipe" dialog processing problems | 2 - High | 5.00 | Done | 5.01.03 |
| 643819 | Tracker#:403 - All imposed displacements is added to Hydrotest loadcases | 2 - High | 5.00 | Done | 5.01.01 |
| 643790 | Tracker#:351 - F3-Text key causes AutoPIPE to stop abnormally for General code option | 2 - High | 5.00 | Done | 5.01.01 |
| 643787 | Tracker#:335 - Selecting "Seismic Lev" option causes AutoPIPE to stop abnormally | 2 - High | 5.00 | Done | 5.01.01 |
| 643758 | Tracker#:1313 - Added mass points may affect cut short results | 2 - High | 4.05 | Done | 6.00.15 |
| 643726 | Tracker#:1111 - Incorrect forces and moments when anchor attached to flex joint | 2 - High | 4.00 | Done | 6.00.08 |
| 643725 | Tracker#:1110 - The pressure extension calculated for valves is incorrect | 2 - High | 5.00 | Done | 6.00.08 |
| 643724 | Tracker#:1109 - CSAZ184 piping code does not calculate equivalent tensile code stresses | 2 - High | 5.00 | Done | 6.00.08 |
| 643723 | Tracker#:1108 - Models with more than 400 segments may crash if view/segment is used | 2 - High | 5.03 | Done | 6.00.07 |
| 643690 | Tracker#:1380 - DNV User "combined" code combinations do not have Hoop & Long cases | 2 - High | 5.00 | Done | 6.01.01 |
| 643688 | Tracker#:1377 - For models > 400 Kb, Display/Animate-Displ/Modes may corrupt model or crash | 2 - High | 5.00 | Done | 6.01.01 |
| 643655 | Tracker#:531 - Modify/Point at a tee causes the program to hang | 2 - High | 5.00 | Done | 5.01.03 |
| 643645 | Tracker#:519 - Incorrect interpolation of B16.47 temperature vs. allowable pressure | 2 - High | 5.00 | Done | 5.01.03 |
| 643622 | Tracker#:1925 - Mass or soil points in flanged bend change bend flexibility | 2 - High | 4.07 | Done | 6.10.01 |
| 643608 | Tracker#:1587 - Edit/Copy can crash the program with frames connected to tee points | 2 - High | 6.00 | Done | 6.01.02 |
| 643602 | Tracker#:1577 - Inserting a run point before the current point may corrupt the P&T data | 2 - High | 6.00 | Done | 6.01.01 |
| 643601 | Tracker#:1575 - Models with segments with only a single bend point can crash the program | 2 - High | 4.00 | Done | 6.01.02 |
| 643582 | Tracker#:1540 - Flexibility for flanged bend incorrect when adding a mid point | 2 - High | 4.02 | Done | 6.01.01 |
| 643580 | Tracker#:1538 - Biljaard cylindrical and spherical vessel stiffnesses are lower than expected | 1 - Critical | 4.00 | Done | 6.01.02 |
| 643572 | Tracker#:1609 - Number of automatic mass points over a span may be incorrect | 2 - High | 4.04 | Done | 6.01.01 |
| 643563 | Tracker#:1508 - Soil points from a Copy/Paste operation may be invalid | 2 - High | 6.00 | Done | 6.01.02 |
| 643562 | Tracker#:1507 - When modifying temp. in SI units, hot allowable stresses may not be updated | 2 - High | 6.00 | Done | 6.01.02 |
| 643556 | Tracker#:1490 - A bend midpoint may become disconnected causing abnormal program termination | 2 - High | 6.00 | Done | 6.01.01 |
| 643555 | Tracker#:1489 - Thickness dependant hot allowable stresses may not be updated | 2 - High | 4.07 | Done | 6.01.01 |
| 643544 | Tracker#:1475 - Hoop stress at reducers may use the wrong pressure in interactive code scan | 2 - High | 6.00 | Done | 6.01.01 |
| 643541 | Tracker#:1470 - Modify operating loads with blue changes may incorrectly change Temp/Pres/All | 2 - High | 6.00 | Done | 6.01.01 |
| 643535 | Tracker#:1462 - Tee and continuation points may be disconnected after consistency check | 2 - High | 5.00 | Done | 6.01.01 |
| 643524 | Tracker#:1771 - Beam beta angle may be incorrect for vertical frame members | 2 - High | 6.00 | Done | 6.01.01 |
| 643520 | Tracker#:1766 - Certain loads are omitted from hydrotest case when load cases are not analyzed | 2 - High | 5.00 | Done | 6.01.01 |
| 643511 | Tracker#:1695 - Branch sizes at olets are imported from Autoplant incorrectly | 2 - High | 6.00 | Done | 6.01.01 |
| 643507 | Tracker#:1691 - Flexible joints of different sizes are imported from Autoplant as one size | 2 - High | 6.00 | Done | 6.01.02 |
| 643492 | Tracker#:1453 - Using mmetric or metric units with BS7159 code gives incorrect modulus values | 2 - High | 4.07 | Done | 6.01.02 |
| 643491 | Tracker#:1452 - The hot modulus is calculated incorrectly for the BS7159 code option | 2 - High | 6.00 | Done | 6.01.01 |
| 643490 | Tracker#:1451 - Selecting laminate type or reference is not updating material properties | 2 - High | 6.00 | Done | 6.01.01 |
| 643488 | Tracker#:1838 - Supports on bend midpoints/frames & all soil deleted during consistency check | 2 - High | 6.00 | Done | 6.01.01 |
| 643486 | Tracker#:1834 - After delete points & consistency check, single segment tees may be corrupted | 2 - High | 6.00 | Done | 6.01.01 |
| 643470 | Tracker#:974 - Analysis may crash if Hydrotest P/T loadcase is > 1 and rigid pipes defined | 2 - High | 5.00 | Done | 6.00.05 |
| 643468 | Tracker#:971 - Invalid combinations can be created in Result\Code\User and Result\Other\User | 2 - High | 4.05 | Done | 6.00.14 |
| 643463 | Tracker#:948 - Grouping with missing mass may cause incorrect response spectrum results | 1 - Critical | 4.02 | Done | 6.00.09 |
| 643458 | Tracker#:935 - Selecting both beam and frame points with Edit\Text open may cause crash | 2 - High | 5.00 | Done | 6.00.05 |
| 643420 | Tracker#:833 - Edit/Copy of a single point component causes the program to hang | 2 - High | 5.03 | Done | 6.00.04 |
| 643393 | Tracker#:749 - BS806 and MITI codes do not use P2,T2 and P3, T3 cases for gen. stress | 2 - High | 4.07 | Done | 5.03.02 |
| 643388 | Tracker#:742 - Incorrect mass calculation at valves and flexible joints | 2 - High | 4.04 | Done | 5.03.02 |
| 643375 | Tracker#:724 - Hoop stress calculation for mitered bends is not per ASME B31.1 | 2 - High | 4.00 | Done | 5.03.02 |
| 643361 | Tracker#:707 - Hanger forces are not printed for all load cases in Support sub-report | 2 - High | 5.00 | Done | 5.03.01 |
| 643349 | Tracker#:689 - Contiguous segmt intersect may cause hang during copy of attach branch | 2 - High | 5.00 | Done | 5.03.01 |
| 643305 | Tracker#:591 - Incorrect BS806 longitudinal bending stress at straight pipes | 2 - High | 4.04 | Done | 5.03.01 |
| 643296 | Tracker#:2132 - Paste may cause bends to have connectivity errors & invalid pipe properties | 2 - High | 6.00 | Done | 6.10.03 |
| 643291 | Tracker#:2061 - Inserting a support at a tee or junction point may crash the program. | 2 - High | 5.00 | Done | 6.10.02 |
| 643282 | Tracker#:2362 - Using static correction methods for some dynamic analyses produces no difference | 1 - Critical | 4.04 | Done | 6.20.03 |
| 643276 | Tracker#:2339 - Rigid support response to force spectrum loads are not always accurate | 2 - High | 4.04 | Done | 6.20.03 |
| 643274 | Tracker#:2337 - Incorrect response spectrum accelerations reported using ZPA | 2 - High | 4.02 | Done | 6.20.03 |
| 643268 | Tracker#:2309 - Missing time history loads after using Fluid Transient command | 2 - High | 5.00 | Done | 6.20.01 |
| 643266 | Tracker#:2302 - Rigid support response to time history loads are not always accurate | 2 - High | 5.00 | Done | 6.20.03 |
| 643258 | Tracker#:2275 - Guide support results on a vertical line may be inconsistent with gap directions | 2 - High | 6.00 | Done | 6.20.05 |
| 643252 | Tracker#:2196 - Insert/flange over a range in non-english units gives incorrect flange weights | 2 - High | 6.00 | Done | 6.10.06 |
| 643248 | Tracker#:2340 - Zero support reactions in force spectrum analysis except for last load case | 2 - High | 4.04 | Done | 6.20.03 |
| 643225 | Tracker#:4531 - Selecting the "Max Range" code stress combination only will crash the program | 2 - High | 8.5.0 | Done | 8.5.1.6 |
| 643218 | Tracker#:4440 - Missing unit or library files may cause corruption of Xtra Data in the model | 2 - High | 8.5.0 | Done | 8.5.1.2 |
| 643202 | Tracker#:4418 - Tee connectivity data may be corrupted after modifying bend to run point | 2 - High | 8.5.0 | Done | 8.5.1.3 |
| 643162 | Tracker#:4186 - Flexible joint & nozzle stiffness is decreased with mass or soil points | 2 - High | 4.04 | Done | 8.50.12 |
| 643152 | Tracker#:4037 - General code uses reducing tee formula for codes that do not require it | 2 - High | 4.00 | Done | 8.50.14 |
| 643116 | Tracker#:4802 - Program hangs when sizing relief valve vent lines | 2 - High | 6.00 | Done | 8.5.1.9 |
| 643104 | Tracker#:4714 - Pres/Temp data at bend midpoint is not updated in Pres/Temp grid | 2 - High | 8.5.0 | Done | 8.5.1.8 |
| 643103 | Tracker#:4708 - The program may crash after deleting points and running the analysis | 2 - High | 8.5.0 | Done | 8.5.1.7 |
| 643092 | Tracker#:4496 - Frames copied from model to model may change section properties after paste | 2 - High | 8.5.0 | Done | 8.5.1.5 |
| 643091 | Tracker#:4495 - Frames copied from model to model do not display in solid view after paste | 2 - High | 8.5.0 | Done | 8.5.1.5 |
| 643087 | Tracker#:4481 - The pressure calc. for thick wall pipes uses thin-wall theory for Poisson effect | 2 - High | 4.00 | Done | 8.5.1.6 |
| 643086 | Tracker#:4479 - Member earthquake factors are not saved and applied to beams | 2 - High | 6.01 | Done | 8.5.1.4 |
| 643083 | Tracker#:4475 - The program may crash when selecting a cell in the Point Grid | 2 - High | 8.5.0 | Done | 8.5.1.4 |
| 643079 | Tracker#:3893 - Program hangs after copy/paste of a tee | 2 - High | 5.00 | Done | 12.04.00.04 |
| 643076 | Tracker#:3798 - Modify pipe properties over range may corrupt the model | 2 - High | 6.03 | Done | 8.50.10 |
| 643058 | Tracker#:3650 - Model revision number is not updated for General Model Option changes | 2 - High | 6.00 | Done | 8.50.16 |
| 643051 | Tracker#:3541 - The Automatic Cf factor calculation for the ASCE 7-98 wind load is incorrect | 2 - High | 6.02 | Done | 8.50.03 |
| 643042 | Tracker#:3079 - Cannot close error message E38-25 if pipe size is not valid for valve type | 2 - High | 6.20.10 | Done | 6.30.05 |
| 643027 | Tracker#:3171 - Stream function messages do not clearly indicate the validity of results | 2 - High | 4.04 | Done | 6.30.06 |
| 643026 | Tracker#:3167 - Problems in spectrum analyses may cause a crash while generating output report | 2 - High | 4.06 | Done | 6.30.06 |
| 643013 | Tracker#:3056 - Current velocity and marine growth data may not always be initialized properly | 2 - High | 4.04 | Done | 6.30.05 |
| 643012 | Tracker#:3053 - Analysis results for deep water wave loads may be too large at the seabed | 2 - High | 4.04 | Done | 6.30.06 |
| 643010 | Tracker#:3034 - Incorrect number of TIH files causes large time history ZPA reactions | 2 - High | 6.02 | Done | 6.30.04 |
| 642999 | Tracker#:2740 - Incorrect effective branch wall thickness for B31.1 reduced outlet tees | 1 - Critical | 6.00 | Done | 6.20.08 |
| 642997 | Tracker#:2686 - Wide miter elbow has the wrong B2 value for NC and ND codes | 2 - High | 6.00 | Done | 6.20.04 |
| 642974 | Tracker#:3495 - Shear modulus is zero for new pipe sections after a Cancel in the PipeID dialog | 2 - High | 6.03 | Done | 8.50.03 |
| 642969 | Tracker#:3483 - Tee stress results for General Stress report combinations may not be correct | 2 - High | 4.02 | Done | 8.50.12 |
| 642922 | Tracker#:2803 - ZPA or missing mass option may cause a memory error during dynamic analyses | 2 - High | 6.02 | Done | 6.30.02 |
| 642918 | Tracker#:2795 - Program gives very large results for long duration time history load | 2 - High | 6.02 | Done | 6.30.02 |
| 642897 | Tracker#:5124 - Program crashes if Ctrl+Z is pressed more than once in Input grids | 2 - High | 8.5.0 | Done | 8.6.0.2 |
| 642878 | Tracker#:5235 - Hoop stress for thick wall pipes is not calculated correctly for EN13480 code | 2 - High | 6.03 | Done | 8.6.0.4 |
| 642845 | Tracker#:5354 - Shaft axis set to Inclined in Rotating Equipment dialog will hang the program | 2 - High | 5.00 | Done | 8.6.0.4 |
| 642831 | Tracker#:5470 - Tee in- & out-plane moments are reversed on +side when run & branch on same seg | 2 - High | 4.04 | Done | 8.6.0.6 |
| 642812 | Tracker#:5821 - Constant Force hanger stiffness is incorrectly set to rigid when undesigned | 2 - High | 4.02 | Done | 8.9.0.1 |
| 642805 | Tracker#:6219 - Fluid transient forces may be incorrect downstream from a flow rate change | 1 - Critical | 5.00 | Done | 8.9.0.5 |
| 642803 | Tracker#:6053 - Cut short may be incorrect when mass & soil points are present | 2 - High | 6.00 | Done | 8.9.0.4 |
| 642786 | Tracker#:6422 - P&T dependent data may change if inserting before the 1st segment point | 2 - High | 6.01 | Done | 8.9.0.12 |
| 642778 | Tracker#:6511 - Zero code stresses are shown for General Code with B31.8 SIF option | 2 - High | 8.6.0 | Done | 8.6.0.12 |
| 642777 | Thermal Ratchet C4 from previously processed pipe properties may be used if current pipe properties C4 value is zero | 2 - High | 9.2.2 | Done | 9.6.1.9 |
| 642772 | Stress indices and moment of inertia may be calculated incorrectly for nodes with transition welds | 1 - Critical | 9.1.0 | Done | 9.6.1.10 |
| 642761 | Tracker#:7450 - Stress indices for branch tees is not correct if branch pipe is reinforced | 2 - High | 8.6.0 | Done | 9.1.0.23 |
| 642747 | ASME B31.8: Temperature derating factor T is not used in calculation of sustained and occasional stress allowable | 2 - High | 6.3.0 | Done | 9.6.1.10 |
| 642746 | Tracker#:7043 - BS7159 pressure stress and multiplier may be incorrect | 2 - High | 8.6.0 | Done | 9.0.0.8 |
| 642743 | Tracker#:6835 - Changing to 'Spring' or 'Constant' in Support grid may affect nonlinear static | 2 - High | 8.5.0 | Done | 9.0.0.5 |
| 642742 | Tracker#:6829 - Large thermal movement may result during hanger selection analysis | 2 - High | 8.5.0 | Done | 9.0.0.5 |
| 642738 | Tracker#:6679 - Materials in B31.3 library have the wrong allowable stresses | 2 - High | 8.5.0 | Done | 9.0.0.2 |
| 642736 | Stress indices and B2 correction factor for reducers may be calculated incorrectly | 1 - Critical | 9.1.0 | Done | 9.6.1.10 |
| 642706 | Tracker#:7201 - Loading 8.6 model with fluid transient data into 9.0 hangs the program | 2 - High | 9.0.0 | Done | 9.1.0.18 |
| 642705 | Tracker#:7483 - Program crashes when trying to delete segment origin pt in attached test model | 2 - High | 6.3.0 | Done | 9.1.0.21 |
| 642704 | Tracker#:7469 - Crotch thickness for B31.1 2005a code is not saved correctly for SI units | 2 - High | 9.0.0 | Done | 9.1.0.21 |
| 642699 | Tracker#:7093 - Allowable hoop stress for EN13480 is set to fh instead of design stress f | 2 - High | 6.3.0 | Done | 9.1.0.21 |
| 642693 | Tracker#:7634 - Incorrect bend geometry after exporting support loads to STAAD | 2 - High | 8.9.0 | Done | 9.1.0.23 |
| 642688 | Tracker#:7271 - Incorrect units used for Chinese GB material library | 2 - High | 9.0.0 | Done | 9.1.0.22 |
| 642686 | Tracker#:7055 - Hoop and Shear Modului are not updated when ambient temperature changes | 2 - High | 9.0.0 | Done | 9.1.0.14 |
| 642682 | Tracker#:7107 - Update EN13480 elongation criteria for allowable stress for austenitic steel | 2 - High | 6.3.0 | Done | 9.1.0.21 |
| 642666 | Tracker#:8051 - B31.1-67 branch stress calculated for reducing outlet branch tees is incorrect | 1 - Critical | 4.05 | Done | 9.2.0.2 |
| 642657 | Tracker#:8031 - Interactive Long stress ratio may be incorrect for B31.8 and offshore codes | 2 - High | 8.5.0 | Done | 9.2.0.1 |
| 642653 | Tracker#:8021 - Branch stress calculated for reducing outlet branch crosses may be incorrect | 1 - Critical | 4.05 | Done | 9.2.0.2 |
| 642651 | Tracker#:8016 - Pressure & allowable stresses can be incorrect for multiple analysis sets | 1 - Critical | 9.1.0 | Done | 9.2.0.1 |
| 642650 | Tracker#:8015 - JSME: Cannot add load cases to combination in CS1(P+S) category | 2 - High | 9.1.0 | Done | 9.2.0.1 |
| 642648 | Tracker#:8010 - MITI-3: Cannot add load cases to combination in 3AS(P+S) category | 2 - High | 5.03 | Done | 9.2.0.1 |
| 642639 | Tracker#:7987 - Sustained stress adds up all P cases when multiple analysis sets are defined | 2 - High | 9.1.0 | Done | 9.2.0.1 |
| 642638 | Tracker#:7983 - TTA profiles with long transients may return incorrect Delta T1 & T2 values | 1 - Critical | 9.1.0 | Done | 9.2.0.1 |
| 642633 | Tracker#:7967 - Cannot enter a User B1 value of less than 0.5 for ASME NB | 2 - High | 9.1.0 | Done | 9.2.0.3 |
| 642632 | Tracker#:7964 - Selecting load case in the Impose Disp. dialog always displays E49-40 for KHK | 2 - High | 9.1.0 | Done | 9.2.0.1 |
| 642626 | Tracker#:7944 - Member static earthquake factor is not applied correctly at valve midpoint | 2 - High | 9.1.0 | Done | 9.2.0.1 |
| 642623 | Tracker#:7938 - Two consecutive tees on the same segment may be disconnected after NTL import | 2 - High | 6.1 | Done | 9.2.0.1 |
| 642617 | Tracker#:7898 - FY allowable force resets to 'none' for all reference point data | 2 - High | 9.1.0 | Done | 9.2.0.1 |
| 642616 | Tracker#:7897 - Comb based on last analysis set only are correct in General Stress report | 2 - High | 9.1.0 | Done | 9.2.0.1 |
| 642613 | Tracker#:7978 - Error with Xtra data > Joint names & SIF values when imported model | 2 - High | 8.9.0 | Done | 9.2.0.1 |
| 642601 | Tracker#:7845 - Incorrect NC/ND reversing loads in Service Levels C & D for rotated tees | 1 - Critical | 9.1.0 | Done | 9.1.1.1 |
| 642600 | Tracker#:7844 - Incorrect JSME moment summation for rotated tees | 1 - Critical | 9.1.0 | Done | 9.1.1.1 |
| 642598 | Tracker#:7842 - Support dlg: Switch 'Constant' support (designed) to 'Spring' crashes program | 2 - High | 9.1.0 | Done | 9.1.1.1 |
| 642597 | Tracker#:7841 - Valve with midpoint is exported incorrectly as a valve and run pipe to STAAD | 2 - High | 9.1.0 | Done | 9.1.1.1 |
| 642591 | Tracker#:7861 - Incorrect ASME NC/ND moment summation for rotated tees for Eqs (8) and (9) | 1 - Critical | 8.6.0 | Done | 9.1.1.1 |
| 642590 | Tracker#:7846 - Incorrect ASME NB moment summation for rotated tees | 1 - Critical | 9.1.0 | Done | 9.1.1.1 |
| 642583 | Tracker#:8472 - Allowable Stress and Design Intensity is incorrect for few materials in ASME1986 | 1 - Critical | 8.6.0 | Done | 9.3.0.1 |
| 642570 | Tracker#:8436 - Program incorrectly shows code check failing when equation 10 fails for ASME NB | 2 - High | 9.1.0 | Done | 9.2.1.1 |
| 642568 | Tracker#:8434 - File write error may crash the program on saving or analyzing a model | 2 - High | 9.2.0 | Done | 9.2.1.2 |
| 642567 | Tracker#:8433 - Moment summation at the tee for ASME NB ignores moment sign for second leg | 1 - Critical | 9.1.0 | Done | 9.3.0.3 |
| 642562 | Tracker#:8207 - ASME NB 1977 K2 and K3 stress indices are incorrect for some welded transitions | 1 - Critical | 9.1.0 | Done | 9.2.0.6 |
| 642558 | Tracker#:8188 - For vertical API610 pumps, stresses are NaN when AUTODIN is used | 2 - High | 9.1.0 | Done | 9.2.0.4 |
| 642554 | Tracker#:8165 - New KHK2 models show zero results except for combinations with PW | 2 - High | 9.1.0 | Done | 9.2.0.6 |
| 642552 | Tracker#:8159 - DeltaT1 and DeltaT2 units are not converted correctly when switching to SI units | 2 - High | 9.1.0 | Done | 9.2.0.4 |
| 642550 | Tracker#:8156 - New KHK2 models show default combinations as those of KHK1 piping code | 2 - High | 9.1.0 | Done | 9.2.0.3 |
| 642549 | Tracker#:8155 - Stress at pipe end of far reducer point with a support has zero moment | 2 - High | 9.1.0 | Done | 9.2.0.3 |
| 642546 | Tracker#:8149 - In ASME NC/ND 1981/1982 Unreinforced/Reinforced tee SIF can be less than 2.1 | 1 - Critical | 6.3.0 | Done | 9.2.0.3 |
| 642533 | Tracker#:8300 - For ASME NB-1975 add, K2 and K3 indices are incorrect for Flush BW Transition | 2 - High | 9.1.0 | Done | 9.2.0.6 |
| 642531 | Tracker#:8281 - TTA Pipe and Insulation grid blocks valid pipe thickness input for SI Units | 2 - High | 9.1.0 | Done | 9.2.0.6 |
| 642523 | Tracker#:8498 - Stress level code combinations like (SUS) are ignored for ASME NB/NC/ND | 2 - High | 9.1.0 | Done | 9.2.1.5 |
| 642521 | Tracker#:8486 - Reinforced tee B2b & B2r stress indices are set equal for NC/ND 2003-2004 code | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642520 | Tracker#:8485 - Code year NC/ND 1980 Summer is mislabeled as 1982a. Also ND 1983W is mislabeled | 2 - High | 9.1.0 | Done | 9.2.1.5 |
| 642519 | Tracker#:8116 - Pipe side SIF at far point of reducer may not be correct | 2 - High | 9.1.0 | Done | 9.2.0.3 |
| 642518 | Tracker#:8115 - Butt Weld offset or mismatch is incorrectly used as offset ratio delta/t in SIF | 2 - High | 9.1.0 | Done | 9.2.0.4 |
| 642517 | Tracker#:8113 - Incorrect local y and z axes for nearly vertical pipes | 2 - High | 5.00 | Done | 9.2.0.3 |
| 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 | 9.1.0 | Done | 9.2.0.3 |
| 642511 | Tracker#:8595 - ASME NB 1989 socket weld indices for Cx<=0.75tn are always used for later years | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 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 | 9.2.1 | Done | 9.3.0.1 |
| 642508 | Tracker#:8589 - B2' = 1.5 is always used for Socket welds for NC/ND 2001 and later | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642489 | Tracker#:8527 - Equation 11a should not be used for years before 1994 in pre-verification report | 2 - High | 9.1.0 | Done | 9.2.1.4 |
| 642485 | Tracker#:8521 - Girth Butt weld SIF maybe > 1.0 for t < 0.237" and ASME NC/ND 2001 and later | 2 - High | 9.1.0 | Done | 9.2.1.4 |
| 642484 | Tracker#:8517 - Moment summation incorrectly applied to reverse dynamic loads for NC 1972-1980 | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642483 | Tracker#:8516 - Problem with tee run moment summation for unsigned SAM cases | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642472 | Tracker#:8699 - Pressure stiffening correction is not applied to SIF factor | 2 - High | 9.1.0 | Done | 9.2.2.5 |
| 642463 | Tracker#:8652 - Tee data switched when rigid options are inserted on a branch | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642458 | Tracker#:8637 - Negative force/disp/gross disc. or cut short may cause incorrect stresses | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642453 | Tracker#:8621 - Ratchet stress is incorrect for SI units | 2 - High | 9.1.0 | Done | 9.2.2.2 |
| 642448 | Tracker#:8615 - C2 for ASME NC/ND 1994 and later ignores longitudinal weld | 2 - High | 9.1.0 | Done | 9.2.2.2 |
| 642445 | Tracker#:8612 - Hanger Selection: HGR file is not created in Analyze / All | 2 - High | 9.1.1 | Done | 9.2.2.1 |
| 642440 | Tracker#:8603 - ASME NB Thermal Ratchet shows Delta-T1 range from last load set pair | 1 - Critical | 9.1.0 | Done | 9.3.0.3 |
| 642435 | Tracker#:9023 - ASME NB 1980+1982 Addenda is mislabled as ASME 1980 | 2 - High | 9.2.1 | Done | 9.3.0.6 |
| 642434 | Tracker#:9488 - Thermal bowing alpha for last pipe is used for all pipes for ASME NB, NC and ND | 2 - High | 9.3.1 | Done | 9.4.0.11 |
| 642433 | Tracker#:9487 - User B1 and C3 stress indices limits are incorrect | 2 - High | 9.1.0 | Done | 9.4.0.15 |
| 642432 | Tracker#:9483 - Zero stresses in the stress summary when number of loadsets exceeds 150 | 2 - High | 9.1.0 | Done | 9.4.0.15 |
| 642429 | Tracker#:9441 - Hoop stress in user combination is shown as zero if load case has Pressure 1 | 2 - High | 9.1.0 | Done | 9.4.0.6 |
| 642428 | Tracker#:9357 - ASME NB, NC and ND combined stress may be non-conservative for skewed pipe | 1 - Critical | 9.1.0 | Done | 9.3.2.5 |
| 642427 | Tracker#:9338 - Tee header SIF is incorrectly used for branch in Japanese JSME 2005 code | 1 - Critical | 9.1.0 | Done | 9.3.2.2 |
| 642425 | Tracker#:9205 - Maximum DT1 and DT2 stress is not used for tee in pre-verification report | 2 - High | 9.1.0 | Done | 9.3.1.4 |
| 642424 | Tracker#:9203 - Pulled bend flexibility factor is conservatively set to 1.0 | 2 - High | 9.1.0 | Done | 9.3.1.4 |
| 642423 | Tracker#:9171 - SAM as Reverse dynamic gives zero SAM stresses in NB rev.dyn summary | 1 - Critical | 9.1.0 | Done | 9.3.1.4 |
| 642422 | Tracker#:9164 - NC/ND 2004 tee stress for reverse dynamic stress summary is conservative | 2 - High | 9.1.0 | Done | 9.3.1.2 |
| 642420 | Tracker#:9160 - B2 is used instead of B2' for girth BW with thickness change for Rev Dyn Summary | 1 - Critical | 9.1.0 | Done | 9.3.1.3 |
| 642419 | Tracker#:9113 - Exported DXF file is corrupted | 2 - High | 9.3.0 | Done | 9.3.1.1 |
| 642417 | Tracker#:9111 - Flange report pressure rating class = ***** | 2 - High | 9.3.0 | Done | 9.3.1.2 |
| 642416 | Tracker#:9099 - Cannot run time history if a previously used THL file is not in model folder | 2 - High | 9.2.0 | Done | 9.3.1.1 |
| 642415 | Tracker#:9091 - Abutting bend stress indices are too conservative for pipe thickness < 3/16" | 2 - High | 9.1.0 | Done | 9.3.1.3 |
| 642413 | Tracker#:9044 - Abutting elbow C2 index is using NB 1992 girth weld C2 formula for earlier years | 1 - Critical | 9.1.0 | Done | 9.3.0.7 |
| 642412 | Tracker#:9040 - Problem with entering OTHER tee for JSME code | 2 - High | 9.1.0 | Done | 9.3.0.7 |
| 642410 | Tracker#:9034 - Branch Type Tee SIFs and stress indices for JSME code are using NC 2004 values | 1 - Critical | 9.1.0 | Done | 9.3.0.7 |
| 642408 | Tracker#:9025 - Eqn.8 & 9 stress summary may be incorrect at plus side of tee for NC/ND 2004 | 1 - Critical | 9.1.0 | Done | 9.3.0.6 |
| 642407 | Tracker#:9014 - ASME NB/NC/ND OTHER tee stress indices maybe incorrect | 1 - Critical | 9.1.0 | Done | 9.3.0.6 |
| 642405 | Tracker#:9302 - Stress ISO: Metric DXF borders corrupt the file during DXF export | 2 - High | 9.0.0 | Done | 9.3.2.1 |
| 642367 | Tracker#:8793 - ASME B31.3 App P option causes different results in multiple load sets | 1 - Critical | 9.1.1 | Done | 9.3.0.1 |
| 642365 | Tracker#:8788 - Incorrect MSRS analysis results when flexible joint or nozzle elements used | 1 - Critical | 9.2.0 | Done | 9.3.0.2 |
| 642364 | Tracker#:8787 - SAM Axial stress results are zero for ASME ND code 94 or later | 1 - Critical | 9.1.0 | Done | 9.3.0.2 |
| 642360 | Tracker#:8771 - Soil points along the bend use pipe SIF instead of bend SIF | 2 - High | 8.6.0 | Done | 11.05.00.06 |
| 642359 | Tracker#:8759 - Some pipe properties for plus point is used for minus point for ASME NB, NC&ND | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642352 | Tracker#:8737 - Transition weld SIF uses thickness at plus side of the joint | 1 - Critical | 8.9.0 | Done | 9.3.0.1 |
| 642349 | Tracker#:8731 - ASME NB Equation 9 Allowable may change based on last load set pair | 1 - Critical | 9.1.0 | Done | 9.3.0.1 |
| 642322 | Tracker#:8991 - Changing pipe material in the input grid does not update thermal expansion alpha | 2 - High | 9.1.0 | Done | 9.3.0.6 |
| 642318 | Tracker#:9631 - Pressure stiffening not applied to code stress for offshore codes and B31.8 | 2 - High | 9.1.0 | Done | 9.4.0.11 |
| 642308 | Tracker#:9329 - Reinforced tee B2r < 1.575 and C2r < 2.1 are incorrect for NC/ND 2003 and later | 1 - Critical | 9.1.1 | Done | 9.3.2.1 |
| 642293 | Tracker#:9768 - Pressure stiffening is not applied correctly when analysis sets are not analyzed | 2 - High | 9.1.0 | Done | 9.4.0.11 |
| 642284 | Tracker#:9675 - User allowable stress is not used for Rest categories for B31.8 | 2 - High | 9.1.0 | Done | 9.4.0.9 |
| 642283 | Tracker#:9673 - AutoPIPE crashes while opening a model. | 2 - High | 9.2.0 | Done | 9.4.0.9 |
| 642281 | Tracker#:9664 - Sustained stress allowable ignores creep if one T < Tcrp is included in analysis | 2 - High | 9.1.0 | Done | 9.4.0.9 |
| 642277 | Tracker#:9790 - Rotation support is ignored when inserted from menu after a nonlinear support | 2 - High | 9.0.0 | Done | 9.4.0.13 |
| 642275 | Tracker#:9823 - User defined units may lead to incorrect compressor or turbine equipment reports | 2 - High | 7.1 | Done | 9.4.0.15 |
| 642272 | Tracker#:10203 - American materials in EN13480 library may have incorrect creep data | 2 - High | 6.3.0 | Done | 9.5.0.7 |
| 642264 | Tracker#:10166 - Two flanges added to a component may incorrectly share the same flange data | 1 - Critical | 9.4.0 | Done | 9.5.0.10 |
| 642260 | Tracker#:10145 - BTP 1987 Rupture limit for equation 9 is using min. hot Sy instead of design Sy | 1 - Critical | 9.1.1 | Done | 9.5.0.10 |
| 642245 | Tracker#:9957 - Pipelink: Changing background color on a pipelink imported model causes crash | 2 - High | 9.3.0 | Done | 9.4.0.16 |
| 642244 | Tracker#:10050 - Minimum allowable is not used for tee stresses in JSME | 2 - High | 9.1.0 | Done | 9.5.0.4 |
| 642241 | Tracker#:9926 - User Allowable tab is blank for 100 or more pressure/Temp cases | 2 - High | 9.3.2 | Done | 9.4.0.16 |
| 642228 | Tracker#:9971 - Adding dynamic sets may remove other cases for older MITI and JSME models | 2 - High | 9.3.0 | Done | 9.4.0.18 |
| 642217 | Tracker#:11022 - Incorrect mapping of support groups when changing JSME edition from 2008 to 2005 | 2 - High | 9.5.0 | Done | 9.5.1.3 |
| 642216 | Tracker#:11020 - Incorrect SAM displacements for JSME 2008 with more than 2 support groups | 2 - High | 9.5.0 | Done | 9.5.1.3 |
| 642209 | Tracker#:10877 - Sustained Allowable may be incorrect for NS & Materials for B31.3/B31.1 code | 2 - High | 9.3.0 | Done | 9.5.1.5 |
| 642200 | Tracker#:10788 - FlangeAnalysis: Bolt Spacing Correction Factor may calculate incorrectly | 2 - High | 9.4.0 | Done | 9.5.1.1 |
| 642199 | Tracker#:10784 - Sustained allowable for B31.1 & B31.3 may be incorrect when Circ. W fac. applied | 2 - High | 9.4.0 | Done | 9.5.1.1 |
| 642198 | Tracker#:10782 - B31.3-2010 Occasional allowable may be unconservative for T<Tcr or Tcr=0 | 1 - Critical | 9.4.1 | Done | 9.5.1.1 |
| 642196 | Tracker#:10751 - Program not reporting max stress from -ve and +ve faces of soil and kink points | 1 - Critical | 4.00 | Done | 9.5.1.2 |
| 642190 | Tracker#:10723 - SAM axial stress of plus face of a point uses axial force of minus face | 1 - Critical | 9.1.0 | Done | 9.5.1.1 |
| 642189 | Tracker#:10722 - Bend near point does not use SIF value for Adams Method ASME NC/ND | 2 - High | 9.5.0 | Done | 9.5.1.1 |
| 642176 | Tracker#:10593 - The allowable (K) factor does not reset after changing the stress category | 1 - Critical | 9.1.0 | Done | 9.5.0.21 |
| 642170 | Tracker#:10645 - Creep for 1.49XX material in EURO2009 using incorrect data from German version | 2 - High | 9.4.0 | Done | 9.5.1.5 |
| 642117 | Tracker#:10237 - Ke is less than 1 when service level Rupture is selected and 2.4 Sm < Sn < 3 Sm | 1 - Critical | 9.1.1 | Done | 9.5.0.10 |
| 642093 | Tracker#:11112 - Incorrect analysis results with imposed disp. or anchor movement on soil points | 1 - Critical | 5.00 | Done | 9.6.0.16 |
| 642092 | Tracker#:11111 - Maximum expansion (EXP) added at moment level not associating thermal case | 2 - High | 9.2.0 | Done | 9.6.0.16 |
| 642090 | Tracker#:11107 - Thermal bowing: "Instantaneous expansion coeff. for NS materials" is not used | 2 - High | 9.6.0 | Done | 9.6.0.19 |
| 642087 | Tracker#:11103 - Absolute axial stress not used for calculating expansion stress for B31.3 (2012) | 2 - High | 9.6.0 | Done | 9.6.0.16 |
| 642085 | Tracker#:11094 - Ce factor and exposure category is not retained in UBC wind profile dialog | 2 - High | 9.6.0 | Done | 9.6.0.16 |
| 642079 | Tracker#:11153 - Different hot modulus value not used for analysis for points on the same pipe ID | 1 - Critical | 6.00 | Done | 9.6.0.18 |
| 642058 | Class 1: Tee summation rotation incorrect for tee nodes with name 'A19' | 2 - High | 10.00.00 | Done | 10.1.0.8 |
| 642055 | Material properties set for valve or flexible joint are used to calculate allowable stress for pipe that follows | 1 - Critical | 9.1.0 | Done | 10.1.0.8 |
| 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 | 10.00.00 | Done | 10.1.0.8 |
| 642033 | Tee inserted at the branch of another tee incorrectly inherits properties of the existing tee | 1 - Critical | 6.3.0 | Done | 11.0.0.19 |
| 642026 | Ground motion time history case with multiple .tih files reporting incorrect values | 2 - High | 5.00 | Done | 11.0.0.10 |
| 642021 | ASME NB: Stress summary containing equation 10 transient with a user defined non-reversing SAM category combination may give incorrect results | 1 - Critical | 9.1.0 | Done | 11.0.0.10 |
| 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 | 9.1.0 | Done | 10.0.0.7 |
| 641995 | Stress indices of bend are incorrectly applied to reducer | 1 - Critical | 9.1.0 | Done | 10.0.0.7 |
| 641987 | Non-linear analysis is incorrectly flagging supports as lifting off | 2 - High | 10.00.00 | Done | 10.1.0.1 |
| 641986 | ASME NC/ND: C2r and C2b stress Indices may be incorrectly calculated for fillet welded and partial penetration welded branch connections | 1 - Critical | 9.1.0 | Done | 10.1.0.1 |
| 641979 | ASME NB: Tee moments may use incorrect sign and may lead to incorrect stress results when combining signed and unsigned combinations | 1 - Critical | 9.1.0 | Done | 11.01.00.11 |
| 641976 | Base material for SA508-1A material specification is incorrectly set as Low Alloy Steel instead of carbon steel | 1 - Critical | 9.6.1 | Done | 10.1.0.1 |
| 641969 | ISO14692: Pressure correction factor for bend flexibility factor is applied incorrectly | 2 - High | 9.5.0 | Done | 9.6.3.6 |
| 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 | 9.1.0 | Done | 10.0.0.7 |
| 641958 | Incorrect stress value may be stored for SLO(B2) combination for JSME Piping code | 2 - High | 9.5.0 | Done | 9.6.3.2 |
| 641939 | Tracker#:11167 - Temperature dependent data not updated on modifying temperature for points range | 1 - Critical | 9.5.0 | Done | 9.6.0.19 |
| 641929 | B31.1: SIF is not correctly calculated for welding tees with a special consideration of crotch radius and thickness | 2 - High | 9.0.0 | Done | 9.6.2.2 |
| 641923 | ASME NB: Program applies incorrect minimum value limit for fillet welded branch connection stress indices | 2 - High | 9.3.1 | Done | 11.0.0.16 |
| 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 | 9.1.0 | Done | 11.0.0.15 |
| 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 | 9.1.0 | Done | 11.0.0.18 |
| 641919 | ASME NB: Changing fatigue curve for a pipe identifier may modify fatigue curves for other pipe identifier(s) | 1 - Critical | 9.3.0 | Done | 11.01.00.09 |
| 641915 | Buoyancy is not applied to copied segments | 1 - Critical | 9.5.0 | Done | 11.0.0.19 |
| 641896 | ASME NB: Stress, allowable and SIF calculations for a reducer may use incorrect Pipe properties and Pressure/Temperature data | 1 - Critical | 9.1.0 | Done | 11.01.00.11 |
| 641894 | Wind and hydrotest loads are not applied to a segment if snow load checkbox is unchecked | 2 - High | 11.02.00 | Done | 11.03.00.01 |
| 641892 | ASME NC/ND: Equation 11 allowable calculation is incorrectly impacted by selected equation 9 allowable case | 1 - Critical | 9.1.0 | Done | 11.03.00.03 |
| 641883 | On duplicating a wind load, changing the wind direction of one case also updates the direction of duplicated case | 2 - High | 11.01.00 | Done | 11.01.00.20 |
| 641882 | Hydrotest: For beams thermal anchor movements are multiplied with temperature factor and incorrectly added to thermal anchor movements for displacements | 2 - High | 10.00.00 | Done | 11.01.00.20 |
| 641881 | Bend flange correction factor is not applied when flange is located beyond segment change | 1 - Critical | 6.3.0 | Done | 11.04.00.06 |
| 641877 | ASME NB: Response and SAM case are not summed up using Modal/Timestep Tee moment Summation | 1 - Critical | 10.00.00 | Done | 11.04.00.06 |
| 641876 | ASME NB: Pressure term calculations use maximum D/t from header and branch instead of header only | 2 - High | 9.1.0 | Done | 12.02.00.11 |
| 641875 | Flange Analysis: When internal pressure is set to zero, stresses due to external loads are not calculated | 2 - High | 9.4.0 | Done | 11.04.00.04 |
| 641874 | Flange Analysis: Program is incorrectly calculating gasket seating bolt load (Code required) for flanges subjected to external pressure | 2 - High | 9.4.0 | Done | 11.04.00.03 |
| 641873 | JSME 2008: Occasional stress is not included at Tee point when the "MAX OCC" option is selected | 1 - Critical | 10.00.00 | Done | 12.06.00.09 |
| 641872 | Flange Check: Gasket Inside Diameter and Effective Width values may not be correct | 2 - High | 9.4.0 | Done | 12.06.00.31 |
| 641871 | ASME B31.8: User defined rest-func and rest-exp combinations incorrectly use a default kFac of 1.0 | 2 - High | 9.0.0 | Done | 12.06.00.37 |
| 641870 | Results for models with connected anchors and intermediate soil and/or mass points may be incorrect | 1 - Critical | 12.00.00 | Done | 12.06.00.26 |
| 641869 | Material Libraries: Incorrect data may be retrieved from the library for certain materials | 2 - High | 8.6.0 | Done | 12.04.00.12 |
| 641868 | Pressure extension forces and moments not considered for B31.3 and B31.1 2018 sustained combinations at 0 pressure | 2 - High | 12.01.00 | Done | 12.04.00.11 |
| 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 | 8.9.0 | Done | 12.04.00.13 |
| 641866 | Properties for SA671-C70-22 code dependent material may not be retrieved correctly when using ASME2004, ASME2007, or ASME2009 material library | 1 - Critical | 9.3.0 | Done | 12.04.00.07 |
| 641865 | Y factor should not be considered in calculations of Hoop stress and ASD category for DNV 2012 and later editions | 2 - High | 9.6.0 | Done | 12.04.00.04 |
| 641864 | ASME B31J: SIF values for Unreinforced Fabricated tee with sloped configuration may not be calculated correctly | 1 - Critical | 11.03.00 | Done | 12.04.00.09 |
| 641863 | ASME B313 Material Libraries: Incorrect allowable stress, yield strength, or thermal expansion data for some materials | 1 - Critical | 9.0.0 | Done | 12.04.00.04 |
| 641862 | ASME NC/ND: Allowable case for Sh, Sy in Eq. 9 is incorrectly used for 1980+1980S add. and earlier editions | 1 - Critical | 9.1.0 | Done | 12.04.00.06 |
| 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 | 11.02.00 | Done | 12.04.00.04 |
| 641860 | ASME NC/ND: B2 stress index and allowable calculations for a reducer may use incorrect pipe properties and pressure temperature data | 1 - Critical | 9.1.0 | Done | 12.04.00.02 |
| 641859 | ASCE-7-10: Exposure category B is incorrectly limiting z value to 30ft for calculating velocity pressure exposure coefficient Kz | 2 - High | 9.6.0 | Done | 12.03.00.08 |
| 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 | 9.1.0 | Done | 12.02.00.11 |
| 641857 | ASCE 7: Topographical factor Kzt may be calculated incorrectly leading to incorrect wind pressure | 1 - Critical | 9.6.0 | Done | 12.03.00.07 |
| 641856 | ASME B31.3: AL-6XN-B688 allowable values are not correct | 2 - High | 9.3.0 | Done | 12.03.00.04 |
| 641855 | ASME B313 Material Library: A790-S31803 is using incorrect values of thermal expansion at 300F, 800F, 950F and 1300F | 2 - High | 9.3.0 | Done | 12.03.00.01 |
| 641854 | ASME B31J: Skewed tees do not always calculate stiffness values correctly | 1 - Critical | 11.03.00 | Done | 12.02.00.13 |
| 641853 | Flange Check: Capability to assign flange corrosion for flange design is not available | 1 - Critical | 9.4.0 | Done | 12.02.00.12 |
| 641852 | ASME B31J: Flange Bolt/Nut Weight field may incorrectly be overwritten by automatically calculated torsional SIF value | 2 - High | 11.03.00 | Done | 12.00.00.14 |
| 641851 | Axial pressure force may not be used when calculating longitudinal pressure force for Hydrotest load combination | 2 - High | 6.3.0 | Done | 12.02.00.06 |
| 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 | 9.4.0 | Done | 12.01.00.03 |
| 641849 | ISO 14692: Soil points on components other than bends use joint properties of previous point and Joints allowable stress equations | 2 - High | 9.5.0 | Done | 12.01.00.03 |
| 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 | 9.2.0 | Done | 12.01.00.02 |
| 641847 | Density and Poisson's ratio may not be updated correctly when switching material library | 1 - Critical | 6.3.0 | Done | 12.04.00.07 |
| 641846 | ASME Nuclear: Stress indices for bend mid points may be calculated incorrectly | 1 - Critical | 9.1.0 | Done | 12.02.00.04 |
| 641845 | Insert new valve dialog may load incorrect length, surface area factor and weight from previously inserted valve | 1 - Critical | 11.00.00 | Done | 12.02.00.06 |
| 641844 | Flange Analysis: When internal pressure is less than zero, ASME section VIII Div 2 is not calculating stresses | 2 - High | 9.4.0 | Done | 11.04.00.05 |
| 641843 | HDPE Pipe cross section library has wrong values | 1 - Critical | 9.6.0 | Done | 11.04.00.07 |
| 641842 | B31.1 Material Library: Thermal expansion data (Table B-1) was not updated in B311-12, B311-14 & B311-16 | 1 - Critical | 9.6.0 | Done | 11.04.00.07 |
| 641841 | ASME Material Library : Thermal expansion, Modulus of elasticity and Design stress intensity values for some pipe materials may not be correct | 2 - High | 9.1.0 | Done | 12.00.00.07 |
| 641840 | ASME Material Library: SA182-F22 values are incorrectly updated for ASME2000 and later material libraries | 1 - Critical | 9.1.0 | Done | 12.00.00.09 |
| 641838 | ASME Nuclear Material Library: Thermal expansion and/or Modulus of elasticity values for some pipe materials may not be correct | 1 - Critical | 9.6.1 | Done | 12.00.00.07 |
| 641836 | ASME Libraries: Some pipe materials are not referring to correct standard material | 2 - High | 9.6.1 | Done | 11.05.00.05 |
| 641835 | B31.4 and B31.8 "2012 or later" material libraries are not up to date with the applicable code edition changes | 2 - High | 11.00.00 | Done | 12.00.00.11 |
| 641831 | Imposed Support Displacements inserted on supports or anchors connected to beam members are not considered for Multiple Support Response Spectrum analysis | 1 - Critical | 9.2.0 | Done | 11.01.00.20 |
| 641829 | ASME Nuclear: Incorrect density, composition, and modulus values for standard pipe materials NI and GROUP-1-B | 1 - Critical | 9.1.0 | Done | 11.01.00.12 |
| 641828 | ASME NC/ND: Stress Summary calculations incorrectly uses branch pressure and geometry for pressure term calculations | 2 - High | 9.1.0 | Done | 11.01.00.16 |
| 641812 | Tees with different material across tee legs may report inconsistent allowable values | 1 - Critical | 9.1.0 | Done | 9.6.2.6 |
| 641811 | ASME NC/ND: Elbows with any flange type reports B1 factor for socket welding flange | 2 - High | 9.1.0 | Done | 9.6.2.5 |
| 641810 | For ASME NC/ND, Reducers at Cone Angle 30 deg Reporting Wrong B1 Index | 2 - High | 9.1.0 | Done | 9.6.2.3 |
| 641809 | Incorrect modulus values for ISOGRPM library | 2 - High | 9.5.0 | Done | 9.6.3.5 |
| 641801 | JSME Class 2-PPC: Maximum applicable B1 and B2 indices value at a point may not be used | 1 - Critical | 9.1.0 | Done | 10.0.0.7 |
| 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 | 9.1.0 | Done | 9.6.3.6 |
| 641796 | Snip & ChinaGB: Allowable values at points using material specifications with more than one thickness range may be calculated incorrectly | 2 - High | 9.0.0 | Done | 10.1.0.1 |
| 641794 | ASME NB - Tee Moment Summation: Nested user-combinations having different summation for the nested combinations are not being combined correctly | 2 - High | 10.00.00 | Done | 10.1.0.1 |
| 641791 | ASME NC/ND: SIF value lower than 2.0 may be calculated when "Use SIF of 2.0" is checked | 1 - Critical | 9.1.0 | Done | 10.0.0.10 |
| 641788 | ASME NC & ND: B2r and C2r stress indices may be calculated incorrectly for fillet welded and partial penetration welded branch connections | 1 - Critical | 9.3.1 | Done | 10.1.0.1 |
| 641787 | Allowable values at points using material specifications with more than one thickness range may be calculated incorrectly | 1 - Critical | 6.3.0 | Done | 10.1.0.1 |
| 641783 | ISO 14692: Incorrect factor is being used for calculating bend flexibility factor for hand-lay smooth bends | 2 - High | 9.5.0 | Done | 9.6.3.6 |
| 641782 | ASME NB: Reducer placed directly after valve may not use reducer geometry data for stress indices calculations | 2 - High | 9.2.0 | Done | 10.0.0.7 |
| 641780 | ASME NC/ND: B2r/C2r calculations incorrectly use reinforced branch mean radius for evaluating branch thickness tb | 2 - High | 9.6.0 | Done | 9.6.3.6 |
| 641779 | ASME NB: Allowable value for a transient with zero moment case and a non-thermal case is calculated incorrectly | 2 - High | 9.6.1 | Done | 10.0.0.9 |
| 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 | 10.00.00 | Done | 10.1.0.1 |
| 641771 | ASME NB thermal transient analysis gross discontinuity stress may be incorrectly calculated at locations involving last TTA pipe | 1 - Critical | 9.1.0 | Done | 10.1.0.4 |
| 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 | 8.9.0 | Done | 9.6.1.6 |
| 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 | 6.3.0 | Done | 9.6.1.6 |
| 641674 | Equivalent temperature rise dt is calculated incorrectly for HDPE pipes | 2 - High | 9.6.0 | Done | 9.6.1.2 |
| 641671 | DNV 2012 ASD check does not take in to account maximum longitudinal stress | 2 - High | 9.6.0 | Done | 9.6.1.4 |
See Also
Is my model affected by a known issue?
Known Issues in AutoPIPE (Enhancements, defects, etc..)