01.Critical and High issues logged in AutoPIPE:


Download Excel file of table below

IDTitleSeverityStateTested InFirst Affected Build
1382809Converting a Close Miter bend to a Wide Miter bend through Input Grid may result in incorrect SIF and Flexibility Factor2 - HighDone24.00.00.1088.5.0
1380817Flexible Joint Report erroneously attempts to use deflections from Mass Point2 - HighAwaiting Merge  
1369621Sustained stress may be reported incorrectly for tee legs under axial compression/tension2 - HighNew  
1353599BinaryFormatter in .NET is obsolete and insecure, it should not be used2 - HighDone24.00.00.107, 24.00.00.04911.00.00
1350378Incorrect standard material referenced for SCPH21 in AUTOJSME library2 - HighNew 12.08.00
1339114Butt Weld incorrect SIF calculation in B31.1 19862 - HighDone24.00.00.075, 24.00.00.05009.02.00
1334862ASME 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 - HighDone24.00.00.03623.00.00
1326943EN 13480 2017+2021 add: Occasional stress is missing axial stresses considerations for dynamic loads1 - CriticalDone23.00.01.36223.00.00
1307828Security Vulnerability (CVE-2023-31038): Update Power Platform (v23.00.01)2 - HighDone23.00.01.30312.08.00
1304731Forces and Moments for Dynamic and SAM load case(s) may be incorrectly used for tee stress calculations1 - CriticalDone23.00.01.346, 23.00.01.3336.3.0
1302846Stoomwezen: Occasional load margin for thermal allowable may not be calculated correctly1 - CriticalDone23.00.01.2956.3.0
1293450EN13480: Welded and Contour tees may use incorrect equation to calculate SIF values1 - CriticalDone23.00.01.3229.4.0
1276955Security Vulnerability (CVE-2023-31038): Update Power Platform (v12.08.05)2 - HighDone12.08.05.01312.08.00
1276201EN 13480 (2017 + 2021 addenda): In-Plane SIF for Fitting Tee is calculated incorrectly 1 - CriticalDone23.00.01.25223.00.00
1275135ASME B31.4: Longitudinal Pressure term may not get added to sustained stress2 - HighDone23.00.01.2299.6.0
1271284Security Vulnerability (CVE-2018-9466): Update Power Platform (v12.08.05)2 - HighDone12.08.05.00612.08.00
1265695Ultimate Force Gap inputs for an Incline Support may incorrectly get linked to existing Incline Supports in the model1 - CriticalDone23.00.01.303, 23.00.01.275, 23.00.01.254, 23.00.01.22912.07.00
1216775Flexible Joint subreport incorrectly considers load reactions outside of the flexible joint2 - HighDone23.00.01.24723.00.00
1200626ASME B31.4 2019 does not allow B31J SIF capabilities for B31J reducers2 - HighDone23.00.01.13123.00.00
1197360Flexible Joint Report: Coordinate Transformation of Displacements is not done correctly2 - HighDone23.00.01.05223.00.00
1175721ASME B31E: Operating load case is incorrectly assigning analysis set properties2 - HighDone23.00.01.052, 23.00.01.03423.00.00
1123428Security Vulnerability (CVE-2023-0286): Update Power Platform2 - HighDone23.00.01.10423.00.00
1094104ASME material libraries: Density values for certain standard pipe materials may be inaccurate1 - CriticalDone23.00.01.229, 23.00.01.2219.1.0
1093311Rigid Length of a beam is not correctly used for its stiffness calculations1 - CriticalDone23.00.00.1918.5.0
1092804Tee local coordinate transformation may produce overly conservative results for dynamic, static seismic, and SAM load cases2 - HighDone23.00.01.341, 23.00.01.3316.3.0
1081769Minimum sustained margin may be calculated incorrectly from sustained combinations1 - CriticalDone23.00.01.295, 23.00.01.248, 23.00.01.2296.3.0
1076560Security Vulnerability (CVE-2018-9466): Update Power Platform (v23.00.00)2 - HighDone23.00.00.154, 23.00.00.13112.08.00
1054161Security vulnerability (WS-2022-0161) - Update installer framework sdk (12.08.04)2 - HighDone12.08.04.00512.06.00
1053328ASME B31J: Program does not consider thermal expansion for the rigid lengths of branch elements1 - CriticalDone12.08.04.00711.03.00
1049965ASME B31J does not consider thermal expansion for the rigid lengths of branch elements1 - CriticalDone23.00.00.09011.03.00
1042015ASME B31.4: Sustained SIF: 0.75 factor is always multiplying regardless of "Set Sus/Occ SIF = 0.75i" result model option2 - HighDone12.09.00.3059.6.0
1035957Wind load rotation only works correctly for inclined wind loads2 - HighDone23.00.00.02011.01.00
1032551CSA-Z662 (2011-2015): Material Libraries Not in Sync with those of ASME B31.42 - HighDone23.00.00.08410.00.00
989613Security vulnerability (WS-2022-0161) - Update installer framework sdk (23.00.00)2 - HighDone12.09.00.227 
981578Ultimate force gap: Program may not breakaway the support when force on support exceeds breakaway limit1 - CriticalDone23.00.00.04812.07.00
976478Hydrotest: Update test pressure does not update pressure at bend midpoints2 - HighDone12.09.00.2099.6.1
974207Sustain Margin hot allowable is not limited to 20ksi for ASME B31.3 2012 and later, and ASME B31.12 IP 20191 - CriticalDone23.00.00.048, 23.00.00.036, 23.00.00.021, 12.09.00.2939.6.0
965112Adding mass points per span changes B31J static analysis results1 - CriticalDone12.08.02.03811.03.00
960688Incorrect thermal expansion data for AU-Type 309 in B31.4 and B31.8 libraries2 - HighDone12.09.00.2999.6.0
960040Security: Update Newtonsoft to v13.0.1 to remove security vulnerability2 - HighDone12.08.02.0229.6.0
959774Program crashes on editing any node after editing tee point2 - HighDone12.08.02.02512.08.00
956742Code Compliance may not display the positive face of a node although the results for the positive face may be higher1 - CriticalDone12.08.02.0376.3.0
949244ASME B31.3- B31J always considers "Use SIF of 2.0" checked for reducer2 - HighDone12.08.02.01412.07.00
891921Modifying Pressure/Temperature data of one point, modifies Pressure/Temperature data of other point(s)2 - HighDone12.08.01.00712.07.00
880414Security: Upgrade to Power Platform 17 to fix security vulnerability related to libxml22 - HighDone12.08.02.0129.5.0
873664B313: 0.75i condition is not applied on bend points when 'Use B31J' and 'Set Occasional SIF=0.75i' result model options are checked2 - HighDone12.08.00.05311.00.00
869451Flange Check: Effective Diameter of Bolts maybe incorrectly used based on Auto Flange/Bolt Dimensions box state2 - HighDone12.08.00.04412.05.00
867582General Piping code user defined allowable is shown as 0 on "Code Compliance Combination Allowable Stresses" sub-report2 - HighDone12.08.02.01412.02.00
817745ASME 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 SIF1 - CriticalDone12.07.00.44610.00.00
812329Some flanges are not being reported in the Flange Analysis Summary report1 - CriticalDone12.08.00.0449.4.0
804005ASME B31.3: Incorrect W factor by changing pipe material and piping code edition1 - CriticalDone12.08.00.0319.4.0
801331Soil ID input grid: PGV value cannot be modified, instead of PGV the PGA value is updated2 - HighDone12.07.00.3919.5.0
794182Flange Check: Auto Flange/Bolt Dimensions box incorrectly resets gasket material and configuration2 - HighDone12.07.00.39912.03.00
781999Time history Location dialog does not accept beam nodes2 - HighDone12.07.00.4309.5.0
761529B31.3 and B31.12 IP: Override SIF checkbox for SIFs in the 'Joint Type and User SIFs' dialog does not use 0.75i condition2 - HighDone12.07.00.3946.3.0
748540ASME B31.3 2016 B31J Flexibility modification, Flex = 0.1 - 1.0, crashes the program2 - HighDone12.07.00.33311.00.00
748539Copy/Paste: Pasting piping points with soil applied modifies existing model data1 - CriticalDone12.07.00.4449.5.0
748523Sorted stress report and color plots may not display the +ve face of a bend midpoint which may give incorrect maximum stress  1 - CriticalDone12.07.00.3429.4.0
739795Rotating Equipment: Override Nozzle Coordinates checkbox may fetch incorrect equipment nozzle offset values2 - HighDone12.07.00.2339.4.0
732630Max Ratio for flange with ANSI check is displayed incorrectly in the Flange Summary report2 - HighDone12.08.00.04511.04.00
675378EN13480: Allowable for sustained and occasional categories may be set to zero when pipe material has temperature range limited to a temperature less than operating2 - HighDone12.07.00.0729.4.0
673380Incorrect Weld Strength reduction factor for CSEF materials for B31.1 2014 through B31.1 2018 editions1 - CriticalDone12.07.00.3429.6.2
643958Flange Analysis ANSI Check: Material group ID maybe picked incorrectly from library2 - HighDone12.09.00.293, 12.09.00.244, 12.09.00.2029.6.0
643934Seismic ASCE 2010: Ss value is not fetched correctly through DB2 - HighDone12.08.00.0509.6.0
643863Tracker#:493 - BS 7159 "Pipe" dialog processing problems2 - HighDone5.01.035.00
643819Tracker#:403 - All imposed displacements is added to Hydrotest loadcases2 - HighDone5.01.015.00
643790Tracker#:351 - F3-Text key causes AutoPIPE to stop abnormally for General code option2 - HighDone5.01.015.00
643787Tracker#:335 - Selecting "Seismic Lev" option causes AutoPIPE to stop abnormally2 - HighDone5.01.015.00
643758Tracker#:1313 - Added mass points may affect cut short results2 - HighDone6.00.154.05
643726Tracker#:1111 - Incorrect forces and moments when anchor attached to flex joint2 - HighDone6.00.084.00
643725Tracker#:1110 - The pressure extension calculated for valves is incorrect2 - HighDone6.00.085.00
643724Tracker#:1109 - CSAZ184 piping code does not calculate equivalent tensile code stresses2 - HighDone6.00.085.00
643723Tracker#:1108 - Models with more than 400 segments may crash if view/segment is used2 - HighDone6.00.075.03
643690Tracker#:1380 - DNV User "combined" code combinations do not have Hoop & Long cases2 - HighDone6.01.015.00
643688Tracker#:1377 - For models > 400 Kb, Display/Animate-Displ/Modes may corrupt model or crash2 - HighDone6.01.015.00
643655Tracker#:531 - Modify/Point at a tee causes the program to hang2 - HighDone5.01.035.00
643645Tracker#:519 - Incorrect interpolation of B16.47 temperature vs. allowable pressure2 - HighDone5.01.035.00
643622Tracker#:1925 - Mass or soil points in flanged bend change bend flexibility2 - HighDone6.10.014.07
643608Tracker#:1587 - Edit/Copy can crash the program with frames connected to tee points2 - HighDone6.01.026.00
643602Tracker#:1577 - Inserting a run point before the current point may corrupt the P&T data2 - HighDone6.01.016.00
643601Tracker#:1575 - Models with segments with only a single bend point can crash the program2 - HighDone6.01.024.00
643582Tracker#:1540 - Flexibility for flanged bend incorrect when adding a mid point2 - HighDone6.01.014.02
643580Tracker#:1538 - Biljaard cylindrical and spherical vessel stiffnesses are lower than expected1 - CriticalDone6.01.024.00
643572Tracker#:1609 - Number of automatic mass points over a span may be incorrect2 - HighDone6.01.014.04
643563Tracker#:1508 - Soil points from a Copy/Paste operation may be invalid2 - HighDone6.01.026.00
643562Tracker#:1507 - When modifying temp. in SI units, hot allowable stresses may not be updated2 - HighDone6.01.026.00
643556Tracker#:1490 - A bend midpoint may become disconnected causing abnormal program termination2 - HighDone6.01.016.00
643555Tracker#:1489 - Thickness dependant hot allowable stresses may not be updated2 - HighDone6.01.014.07
643544Tracker#:1475 - Hoop stress at reducers may use the wrong pressure in interactive code scan2 - HighDone6.01.016.00
643541Tracker#:1470 - Modify operating loads with blue changes may incorrectly change Temp/Pres/All2 - HighDone6.01.016.00
643535Tracker#:1462 - Tee and continuation points may be disconnected after consistency check2 - HighDone6.01.015.00
643524Tracker#:1771 - Beam beta angle may be incorrect for vertical frame members2 - HighDone6.01.016.00
643520Tracker#:1766 - Certain loads are omitted from hydrotest case when load cases are not analyzed2 - HighDone6.01.015.00
643511Tracker#:1695 - Branch sizes at olets are imported from Autoplant incorrectly2 - HighDone6.01.016.00
643507Tracker#:1691 - Flexible joints of different sizes are imported from Autoplant as one size2 - HighDone6.01.026.00
643492Tracker#:1453 - Using mmetric or metric units with BS7159 code gives incorrect modulus values2 - HighDone6.01.024.07
643491Tracker#:1452 - The hot modulus is calculated incorrectly for the BS7159 code option2 - HighDone6.01.016.00
643490Tracker#:1451 - Selecting laminate type or reference is not updating material properties2 - HighDone6.01.016.00
643488Tracker#:1838 - Supports on bend midpoints/frames & all soil deleted during consistency check2 - HighDone6.01.016.00
643486Tracker#:1834 - After delete points & consistency check, single segment tees may be corrupted2 - HighDone6.01.016.00
643470Tracker#:974 - Analysis may crash if Hydrotest P/T loadcase is > 1 and rigid pipes defined2 - HighDone6.00.055.00
643468Tracker#:971 - Invalid combinations can be created in Result\Code\User and Result\Other\User2 - HighDone6.00.144.05
643463Tracker#:948 - Grouping with missing mass may cause incorrect response spectrum results1 - CriticalDone6.00.094.02
643458Tracker#:935 - Selecting both beam and frame points with Edit\Text open may cause crash2 - HighDone6.00.055.00
643420Tracker#:833 - Edit/Copy of a single point component causes the program to hang2 - HighDone6.00.045.03
643393Tracker#:749 - BS806 and MITI codes do not use P2,T2 and P3, T3 cases for gen. stress2 - HighDone5.03.024.07
643388Tracker#:742 - Incorrect mass calculation at valves and flexible joints2 - HighDone5.03.024.04
643375Tracker#:724 - Hoop stress calculation for mitered bends is not per ASME B31.12 - HighDone5.03.024.00
643361Tracker#:707 - Hanger forces are not printed for all load cases in Support sub-report2 - HighDone5.03.015.00
643349Tracker#:689 - Contiguous segmt intersect may cause hang during copy of attach branch2 - HighDone5.03.015.00
643305Tracker#:591 - Incorrect BS806 longitudinal bending stress at straight pipes2 - HighDone5.03.014.04
643296Tracker#:2132 - Paste may cause bends to have connectivity errors & invalid pipe properties2 - HighDone6.10.036.00
643291Tracker#:2061 - Inserting a support at a tee or junction point may crash the program.2 - HighDone6.10.025.00
643282Tracker#:2362 - Using static correction methods for some dynamic analyses produces no difference1 - CriticalDone6.20.034.04
643276Tracker#:2339 - Rigid support response to force spectrum loads are not always accurate2 - HighDone6.20.034.04
643274Tracker#:2337 - Incorrect response spectrum accelerations reported using ZPA2 - HighDone6.20.034.02
643268Tracker#:2309 - Missing time history loads after using Fluid Transient command2 - HighDone6.20.015.00
643266Tracker#:2302 - Rigid support response to time history loads are not always accurate2 - HighDone6.20.035.00
643258Tracker#:2275 - Guide support results on a vertical line may be inconsistent with gap directions2 - HighDone6.20.056.00
643252Tracker#:2196 - Insert/flange over a range in non-english units gives incorrect flange weights2 - HighDone6.10.066.00
643248Tracker#:2340 - Zero support reactions in force spectrum analysis except for last load case2 - HighDone6.20.034.04
643225Tracker#:4531 - Selecting the "Max Range" code stress combination only will crash the program2 - HighDone8.5.1.68.5.0
643218Tracker#:4440 - Missing unit or library files may cause corruption of Xtra Data in the model2 - HighDone8.5.1.28.5.0
643202Tracker#:4418 - Tee connectivity data may be corrupted after modifying bend to run point2 - HighDone8.5.1.38.5.0
643162Tracker#:4186 - Flexible joint & nozzle stiffness is decreased with mass or soil points2 - HighDone8.50.124.04
643152Tracker#:4037 - General code uses reducing tee formula for codes that do not require it2 - HighDone8.50.144.00
643116Tracker#:4802 - Program hangs when sizing relief valve vent lines2 - HighDone8.5.1.96.00
643104Tracker#:4714 - Pres/Temp data at bend midpoint is not updated in Pres/Temp grid2 - HighDone8.5.1.88.5.0
643103Tracker#:4708 - The program may crash after deleting points and running the analysis2 - HighDone8.5.1.78.5.0
643092Tracker#:4496 - Frames copied from model to model may change section properties after paste2 - HighDone8.5.1.58.5.0
643091Tracker#:4495 - Frames copied from model to model do not display in solid view after paste2 - HighDone8.5.1.58.5.0
643087Tracker#:4481 - The pressure calc. for thick wall pipes uses thin-wall theory for Poisson effect2 - HighDone8.5.1.64.00
643086Tracker#:4479 - Member earthquake factors are not saved and applied to beams2 - HighDone8.5.1.46.01
643083Tracker#:4475 - The program may crash when selecting a cell in the Point Grid2 - HighDone8.5.1.48.5.0
643079Tracker#:3893 - Program hangs after copy/paste of a tee2 - HighDone12.04.00.045.00
643076Tracker#:3798 - Modify pipe properties over range may corrupt the model2 - HighDone8.50.106.03
643058Tracker#:3650 - Model revision number is not updated for General Model Option changes2 - HighDone8.50.166.00
643051Tracker#:3541 - The Automatic Cf factor calculation for the ASCE 7-98 wind load is incorrect2 - HighDone8.50.036.02
643042Tracker#:3079 - Cannot close error message E38-25 if pipe size is not valid for valve type2 - HighDone6.30.056.20.10
643027Tracker#:3171 - Stream function messages do not clearly indicate the validity of results2 - HighDone6.30.064.04
643026Tracker#:3167 - Problems in spectrum analyses may cause a crash while generating output report2 - HighDone6.30.064.06
643013Tracker#:3056 - Current velocity and marine growth data may not always be initialized properly2 - HighDone6.30.054.04
643012Tracker#:3053 - Analysis results for deep water wave loads may be too large at the seabed2 - HighDone6.30.064.04
643010Tracker#:3034 - Incorrect number of TIH files causes large time history ZPA reactions2 - HighDone6.30.046.02
642999Tracker#:2740 - Incorrect effective branch wall thickness for B31.1 reduced outlet tees1 - CriticalDone6.20.086.00
642997Tracker#:2686 - Wide miter elbow has the wrong B2 value for NC and ND codes2 - HighDone6.20.046.00
642974Tracker#:3495 - Shear modulus is zero for new pipe sections after a Cancel in the PipeID dialog2 - HighDone8.50.036.03
642969Tracker#:3483 - Tee stress results for General Stress report combinations may not be correct2 - HighDone8.50.124.02
642922Tracker#:2803 - ZPA or missing mass option may cause a memory error during dynamic analyses2 - HighDone6.30.026.02
642918Tracker#:2795 - Program gives very large results for long duration time history load2 - HighDone6.30.026.02
642897Tracker#:5124 - Program crashes if Ctrl+Z is pressed more than once in Input grids2 - HighDone8.6.0.28.5.0
642878Tracker#:5235 - Hoop stress for thick wall pipes is not calculated correctly for EN13480 code2 - HighDone8.6.0.46.03
642845Tracker#:5354 - Shaft axis set to Inclined in Rotating Equipment dialog will hang the program2 - HighDone8.6.0.45.00
642831Tracker#:5470 - Tee in- & out-plane moments are reversed on +side when run & branch on same seg2 - HighDone8.6.0.64.04
642812Tracker#:5821 - Constant Force hanger stiffness is incorrectly set to rigid when undesigned2 - HighDone8.9.0.14.02
642805Tracker#:6219 - Fluid transient forces may be incorrect downstream from a flow rate change1 - CriticalDone8.9.0.55.00
642803Tracker#:6053 - Cut short may be incorrect when mass & soil points are present2 - HighDone8.9.0.46.00
642786Tracker#:6422 - P&T dependent data may change if inserting before the 1st segment point2 - HighDone8.9.0.126.01
642778Tracker#:6511 - Zero code stresses are shown for General Code with B31.8 SIF option2 - HighDone8.6.0.128.6.0
642777Thermal Ratchet C4 from previously processed pipe properties may be used if current pipe properties C4 value is zero2 - HighDone9.6.1.99.2.2
642772Stress indices and moment of inertia may be calculated incorrectly for nodes with transition welds1 - CriticalDone9.6.1.109.1.0
642761Tracker#:7450 - Stress indices for branch tees is not correct if branch pipe is reinforced2 - HighDone9.1.0.238.6.0
642747ASME B31.8: Temperature derating factor T is not used in calculation of sustained and occasional stress allowable2 - HighDone9.6.1.106.3.0
642746Tracker#:7043 - BS7159 pressure stress and multiplier may be incorrect2 - HighDone9.0.0.88.6.0
642743Tracker#:6835 - Changing to 'Spring' or 'Constant' in Support grid may affect nonlinear static2 - HighDone9.0.0.58.5.0
642742Tracker#:6829 - Large thermal movement may result during hanger selection analysis2 - HighDone9.0.0.58.5.0
642738Tracker#:6679 - Materials in B31.3 library have the wrong allowable stresses2 - HighDone9.0.0.28.5.0
642736Stress indices and B2 correction factor for reducers may be calculated incorrectly1 - CriticalDone9.6.1.109.1.0
642706Tracker#:7201 - Loading 8.6 model with fluid transient data into 9.0 hangs the program2 - HighDone9.1.0.189.0.0
642705Tracker#:7483 - Program crashes when trying to delete segment origin pt in attached test model2 - HighDone9.1.0.216.3.0
642704Tracker#:7469 - Crotch thickness for B31.1 2005a code is not saved correctly for SI units2 - HighDone9.1.0.219.0.0
642699Tracker#:7093 - Allowable hoop stress for EN13480 is set to fh instead of design stress f2 - HighDone9.1.0.216.3.0
642693Tracker#:7634 - Incorrect bend geometry after exporting support loads to STAAD2 - HighDone9.1.0.238.9.0
642688Tracker#:7271 - Incorrect units used for Chinese GB material library2 - HighDone9.1.0.229.0.0
642686Tracker#:7055 - Hoop and Shear Modului are not updated when ambient temperature changes2 - HighDone9.1.0.149.0.0
642682Tracker#:7107 - Update EN13480 elongation criteria for allowable stress for austenitic steel2 - HighDone9.1.0.216.3.0
642666Tracker#:8051 - B31.1-67 branch stress calculated for reducing outlet branch tees is incorrect1 - CriticalDone9.2.0.24.05
642657Tracker#:8031 - Interactive Long stress ratio may be incorrect for B31.8 and offshore codes2 - HighDone9.2.0.18.5.0
642653Tracker#:8021 - Branch stress calculated for reducing outlet branch crosses may be incorrect1 - CriticalDone9.2.0.24.05
642651Tracker#:8016 - Pressure & allowable stresses can be incorrect for multiple analysis sets1 - CriticalDone9.2.0.19.1.0
642650Tracker#:8015 - JSME: Cannot add load cases to combination in CS1(P+S) category2 - HighDone9.2.0.19.1.0
642648Tracker#:8010 - MITI-3: Cannot add load cases to combination in 3AS(P+S) category2 - HighDone9.2.0.15.03
642639Tracker#:7987 - Sustained stress adds up all P cases when multiple analysis sets are defined2 - HighDone9.2.0.19.1.0
642638Tracker#:7983 - TTA profiles with long transients may return incorrect Delta T1 & T2 values1 - CriticalDone9.2.0.19.1.0
642633Tracker#:7967 - Cannot enter a User B1 value of less than 0.5 for ASME NB2 - HighDone9.2.0.39.1.0
642632Tracker#:7964 - Selecting load case in the Impose Disp. dialog always displays E49-40 for KHK2 - HighDone9.2.0.19.1.0
642626Tracker#:7944 - Member static earthquake factor is not applied correctly at valve midpoint2 - HighDone9.2.0.19.1.0
642623Tracker#:7938 - Two consecutive tees on the same segment may be disconnected after NTL import2 - HighDone9.2.0.16.1
642617Tracker#:7898 - FY allowable force resets to 'none' for all reference point data2 - HighDone9.2.0.19.1.0
642616Tracker#:7897 - Comb based on last analysis set only are correct in General Stress report2 - HighDone9.2.0.19.1.0
642613Tracker#:7978 - Error with Xtra data > Joint names  & SIF values when imported model2 - HighDone9.2.0.18.9.0
642601Tracker#:7845 - Incorrect NC/ND reversing loads in Service Levels C & D for rotated tees1 - CriticalDone9.1.1.19.1.0
642600Tracker#:7844 - Incorrect JSME moment summation for rotated tees1 - CriticalDone9.1.1.19.1.0
642598Tracker#:7842 - Support dlg: Switch 'Constant' support (designed) to 'Spring' crashes program2 - HighDone9.1.1.19.1.0
642597Tracker#:7841 - Valve with midpoint is exported incorrectly as a valve and run pipe to STAAD2 - HighDone9.1.1.19.1.0
642591Tracker#:7861 - Incorrect ASME NC/ND moment summation for rotated tees for Eqs (8) and (9)1 - CriticalDone9.1.1.18.6.0
642590Tracker#:7846 - Incorrect ASME NB moment summation for rotated tees1 - CriticalDone9.1.1.19.1.0
642583Tracker#:8472 - Allowable Stress and Design Intensity is incorrect for few materials in ASME19861 - CriticalDone9.3.0.18.6.0
642570Tracker#:8436 - Program incorrectly shows code check failing when equation 10 fails for ASME NB2 - HighDone9.2.1.19.1.0
642568Tracker#:8434 - File write error may crash the program on saving or analyzing a model2 - HighDone9.2.1.29.2.0
642567Tracker#:8433 - Moment summation at the tee for ASME NB ignores moment sign for second leg1 - CriticalDone9.3.0.39.1.0
642562Tracker#:8207 - ASME NB 1977 K2 and K3 stress indices are incorrect for some welded transitions1 - CriticalDone9.2.0.69.1.0
642558Tracker#:8188 - For vertical API610 pumps, stresses are NaN when AUTODIN is used2 - HighDone9.2.0.49.1.0
642554Tracker#:8165 - New KHK2 models show zero results except for combinations with PW2 - HighDone9.2.0.69.1.0
642552Tracker#:8159 - DeltaT1 and DeltaT2 units are not converted correctly when switching to SI units2 - HighDone9.2.0.49.1.0
642550Tracker#:8156 - New KHK2 models show default combinations as those of KHK1 piping code2 - HighDone9.2.0.39.1.0
642549Tracker#:8155 - Stress at  pipe end of far reducer point  with a support has zero moment2 - HighDone9.2.0.39.1.0
642546Tracker#:8149 - In ASME NC/ND 1981/1982 Unreinforced/Reinforced tee SIF can be less than 2.11 - CriticalDone9.2.0.36.3.0
642533Tracker#:8300 - For ASME NB-1975 add, K2 and K3 indices are incorrect  for Flush BW Transition2 - HighDone9.2.0.69.1.0
642531Tracker#:8281 - TTA Pipe and Insulation grid blocks valid pipe thickness input for SI Units2 - HighDone9.2.0.69.1.0
642523Tracker#:8498 - Stress level code combinations like (SUS) are ignored for ASME NB/NC/ND2 - HighDone9.2.1.59.1.0
642521Tracker#:8486 - Reinforced tee B2b & B2r  stress indices are set equal for NC/ND 2003-2004 code1 - CriticalDone9.3.0.19.1.0
642520Tracker#:8485 - Code year NC/ND 1980 Summer is mislabeled as 1982a. Also ND 1983W is mislabeled2 - HighDone9.2.1.59.1.0
642519Tracker#:8116 - Pipe side SIF at far point of reducer may not be correct2 - HighDone9.2.0.39.1.0
642518Tracker#:8115 - Butt Weld offset or mismatch is incorrectly used as offset ratio delta/t in SIF2 - HighDone9.2.0.49.1.0
642517Tracker#:8113 - Incorrect local y and z axes for nearly vertical pipes2 - HighDone9.2.0.35.00
642515Tracker#:8097 - For ASME NC/ND 1986-1989 Girth Butt Weld SIF is set to 2.8 for t < 0.237 inches2 - HighDone9.2.0.39.1.0
642511Tracker#:8595 - ASME NB 1989 socket weld indices for Cx<=0.75tn are always used for later years1 - CriticalDone9.3.0.19.1.0
642509Tracker#:8590 - C2 should not be set to 1.0 when t < 0.237 in. for NC/ND 2001 and later editions1 - CriticalDone9.3.0.19.2.1
642508Tracker#:8589 - B2' = 1.5 is always used for Socket welds for NC/ND 2001 and later1 - CriticalDone9.3.0.19.1.0
642489Tracker#:8527 - Equation 11a should not be used for years before 1994 in pre-verification report2 - HighDone9.2.1.49.1.0
642485Tracker#:8521 - Girth Butt weld SIF maybe > 1.0 for t  < 0.237" and ASME NC/ND 2001 and later2 - HighDone9.2.1.49.1.0
642484Tracker#:8517 - Moment summation incorrectly applied to reverse dynamic loads for NC 1972-19801 - CriticalDone9.3.0.19.1.0
642483Tracker#:8516 - Problem with tee run moment summation for unsigned SAM cases1 - CriticalDone9.3.0.19.1.0
642472Tracker#:8699 - Pressure stiffening correction is not applied to SIF factor2 - HighDone9.2.2.59.1.0
642463Tracker#:8652 - Tee data switched when rigid options are inserted on a branch1 - CriticalDone9.3.0.19.1.0
642458Tracker#:8637 - Negative force/disp/gross disc. or cut short may cause incorrect stresses1 - CriticalDone9.3.0.19.1.0
642453Tracker#:8621 - Ratchet stress is incorrect for SI units2 - HighDone9.2.2.29.1.0
642448Tracker#:8615 - C2 for ASME NC/ND 1994 and later ignores longitudinal weld2 - HighDone9.2.2.29.1.0
642445Tracker#:8612 - Hanger Selection: HGR file is not created in Analyze / All2 - HighDone9.2.2.19.1.1
642440Tracker#:8603 - ASME NB Thermal Ratchet shows Delta-T1 range from last load set pair1 - CriticalDone9.3.0.39.1.0
642435Tracker#:9023 - ASME NB 1980+1982 Addenda is mislabled as ASME 19802 - HighDone9.3.0.69.2.1
642434Tracker#:9488 - Thermal bowing alpha for last pipe is used for all pipes for ASME NB, NC and ND2 - HighDone9.4.0.119.3.1
642433Tracker#:9487 - User B1 and C3 stress indices limits are incorrect2 - HighDone9.4.0.159.1.0
642432Tracker#:9483 - Zero stresses in the stress summary when number of loadsets exceeds 1502 - HighDone9.4.0.159.1.0
642429Tracker#:9441 - Hoop stress in user combination is shown as zero if load case has Pressure 12 - HighDone9.4.0.69.1.0
642428Tracker#:9357 - ASME NB, NC and ND combined stress may be non-conservative for skewed pipe1 - CriticalDone9.3.2.59.1.0
642427Tracker#:9338 - Tee header SIF is incorrectly used for branch in Japanese JSME 2005 code1 - CriticalDone9.3.2.29.1.0
642425Tracker#:9205 - Maximum DT1 and DT2 stress is not used for tee in pre-verification report2 - HighDone9.3.1.49.1.0
642424Tracker#:9203 - Pulled bend flexibility factor is conservatively set to 1.02 - HighDone9.3.1.49.1.0
642423Tracker#:9171 - SAM as Reverse dynamic gives zero SAM stresses in NB rev.dyn summary1 - CriticalDone9.3.1.49.1.0
642422Tracker#:9164 - NC/ND 2004 tee stress for reverse dynamic stress summary is conservative2 - HighDone9.3.1.29.1.0
642420Tracker#:9160 - B2 is used instead of B2' for girth BW with thickness change for Rev Dyn Summary1 - CriticalDone9.3.1.39.1.0
642419Tracker#:9113 - Exported DXF file is corrupted2 - HighDone9.3.1.19.3.0
642417Tracker#:9111 - Flange report pressure rating  class = *****2 - HighDone9.3.1.29.3.0
642416Tracker#:9099 - Cannot run time history if a previously used THL file is not in model folder2 - HighDone9.3.1.19.2.0
642415Tracker#:9091 - Abutting bend stress indices are too conservative for pipe thickness < 3/16"2 - HighDone9.3.1.39.1.0
642413Tracker#:9044 - Abutting elbow C2 index is using NB 1992 girth weld C2 formula for earlier years1 - CriticalDone9.3.0.79.1.0
642412Tracker#:9040 - Problem with entering OTHER tee for JSME code2 - HighDone9.3.0.79.1.0
642410Tracker#:9034 - Branch Type Tee SIFs and stress indices for JSME code are using NC 2004 values1 - CriticalDone9.3.0.79.1.0
642408Tracker#:9025 - Eqn.8 & 9 stress summary may be incorrect at plus side of tee for NC/ND 20041 - CriticalDone9.3.0.69.1.0
642407Tracker#:9014 - ASME NB/NC/ND OTHER tee stress indices maybe incorrect1 - CriticalDone9.3.0.69.1.0
642405Tracker#:9302 - Stress ISO: Metric DXF borders corrupt the file during DXF export2 - HighDone9.3.2.19.0.0
642367Tracker#:8793 - ASME B31.3 App P option causes different results in multiple load sets1 - CriticalDone9.3.0.19.1.1
642365Tracker#:8788 - Incorrect MSRS analysis results when flexible joint or nozzle elements used1 - CriticalDone9.3.0.29.2.0
642364Tracker#:8787 - SAM Axial stress results are zero for ASME ND code 94 or later1 - CriticalDone9.3.0.29.1.0
642360Tracker#:8771 - Soil points along the bend use pipe SIF instead of bend SIF2 - HighDone11.05.00.068.6.0
642359Tracker#:8759 - Some pipe properties for plus point is used for minus point for ASME NB, NC&ND1 - CriticalDone9.3.0.19.1.0
642352Tracker#:8737 - Transition weld SIF uses thickness at plus side of the joint1 - CriticalDone9.3.0.18.9.0
642349Tracker#:8731 - ASME NB Equation 9 Allowable may change based on last load set pair1 - CriticalDone9.3.0.19.1.0
642322Tracker#:8991 - Changing pipe material in the input grid does not update thermal expansion alpha2 - HighDone9.3.0.69.1.0
642318Tracker#:9631 - Pressure stiffening not applied to code stress for offshore codes and B31.82 - HighDone9.4.0.119.1.0
642308Tracker#:9329 - Reinforced tee B2r < 1.575 and C2r < 2.1 are incorrect for NC/ND 2003 and later1 - CriticalDone9.3.2.19.1.1
642293Tracker#:9768 - Pressure stiffening is not applied correctly when analysis sets are not analyzed2 - HighDone9.4.0.119.1.0
642284Tracker#:9675 - User allowable stress is not used for Rest categories for B31.82 - HighDone9.4.0.99.1.0
642283Tracker#:9673 - AutoPIPE crashes while opening a model.2 - HighDone9.4.0.99.2.0
642281Tracker#:9664 - Sustained stress allowable ignores creep if one T < Tcrp is included in analysis2 - HighDone9.4.0.99.1.0
642277Tracker#:9790 - Rotation support is ignored when inserted from menu after a nonlinear support2 - HighDone9.4.0.139.0.0
642275Tracker#:9823 - User defined units may lead to incorrect compressor or turbine equipment reports2 - HighDone9.4.0.157.1
642272Tracker#:10203 - American materials in EN13480 library may have incorrect creep data2 - HighDone9.5.0.76.3.0
642264Tracker#:10166 - Two flanges added to a component may incorrectly share the same flange data1 - CriticalDone9.5.0.109.4.0
642260Tracker#:10145 - BTP 1987 Rupture limit for equation 9 is using min. hot Sy instead of design Sy1 - CriticalDone9.5.0.109.1.1
642245Tracker#:9957 - Pipelink: Changing background color on a pipelink imported model causes crash2 - HighDone9.4.0.169.3.0
642244Tracker#:10050 - Minimum allowable is not used for tee stresses in JSME2 - HighDone9.5.0.49.1.0
642241Tracker#:9926 - User Allowable tab is blank for 100 or more pressure/Temp cases2 - HighDone9.4.0.169.3.2
642228Tracker#:9971 - Adding dynamic sets may remove other cases for older MITI and JSME models2 - HighDone9.4.0.189.3.0
642217Tracker#:11022 - Incorrect mapping of support groups when changing JSME edition from 2008 to 20052 - HighDone9.5.1.39.5.0
642216Tracker#:11020 - Incorrect SAM displacements for JSME 2008 with more than 2 support groups2 - HighDone9.5.1.39.5.0
642209Tracker#:10877 - Sustained Allowable may be incorrect for NS & Materials for B31.3/B31.1 code2 - HighDone9.5.1.59.3.0
642200Tracker#:10788 - FlangeAnalysis: Bolt Spacing Correction Factor may calculate incorrectly2 - HighDone9.5.1.19.4.0
642199Tracker#:10784 - Sustained allowable for B31.1 & B31.3 may be incorrect when Circ. W fac. applied2 - HighDone9.5.1.19.4.0
642198Tracker#:10782 - B31.3-2010 Occasional allowable may be unconservative for T<Tcr or Tcr=01 - CriticalDone9.5.1.19.4.1
642196Tracker#:10751 - Program not reporting max stress from -ve and +ve faces of soil and kink points1 - CriticalDone9.5.1.24.00
642190Tracker#:10723 - SAM axial stress of plus face of a point uses axial force of minus face1 - CriticalDone9.5.1.19.1.0
642189Tracker#:10722 - Bend near point does not use SIF value for Adams Method ASME NC/ND2 - HighDone9.5.1.19.5.0
642176Tracker#:10593 - The allowable (K) factor does not reset after changing the stress category1 - CriticalDone9.5.0.219.1.0
642170Tracker#:10645 - Creep for 1.49XX material in EURO2009 using incorrect data from German version2 - HighDone9.5.1.59.4.0
642117Tracker#:10237 - Ke is less than 1 when service level Rupture is selected and 2.4 Sm < Sn < 3 Sm1 - CriticalDone9.5.0.109.1.1
642093Tracker#:11112 - Incorrect analysis results with imposed disp. or anchor movement on soil points1 - CriticalDone9.6.0.165.00
642092Tracker#:11111 - Maximum expansion (EXP) added at moment level not associating thermal case2 - HighDone9.6.0.169.2.0
642090Tracker#:11107 - Thermal bowing: "Instantaneous expansion coeff. for NS materials" is not used2 - HighDone9.6.0.199.6.0
642087Tracker#:11103 - Absolute axial stress not used for calculating expansion stress for B31.3 (2012)2 - HighDone9.6.0.169.6.0
642085Tracker#:11094 - Ce factor and exposure category is not retained in UBC wind profile dialog2 - HighDone9.6.0.169.6.0
642079Tracker#:11153 - Different hot modulus value not used for analysis for points on the same pipe ID1 - CriticalDone9.6.0.186.00
642058Class 1: Tee summation rotation incorrect for tee nodes with name 'A19'2 - HighDone10.1.0.810.00.00
642055Material properties set for valve or flexible joint are used to calculate allowable stress for pipe that follows1 - CriticalDone10.1.0.89.1.0
642054ASME NB: Global moment values are used for time history load case for non-tee points when "Modal/timestep tee summ" option is enabled2 - HighDone10.1.0.810.00.00
642033Tee inserted at the branch of another tee incorrectly inherits properties of the existing tee1 - CriticalDone11.0.0.196.3.0
642026Ground motion time history case with multiple .tih files reporting incorrect values2 - HighDone11.0.0.105.00
642021ASME NB: Stress summary containing equation 10 transient with a user defined non-reversing SAM category combination may give incorrect results1 - CriticalDone11.0.0.109.1.0
641999JSME Class 2-PPC: B1 stress index is incorrectly reported as 1.0 for a reducer with cone angle value of 30.02 - HighDone10.0.0.79.1.0
641995Stress indices of bend are incorrectly applied to reducer1 - CriticalDone10.0.0.79.1.0
641987Non-linear analysis is incorrectly flagging supports as lifting off2 - HighDone10.1.0.110.00.00
641986ASME NC/ND: C2r and C2b stress Indices may be incorrectly calculated for fillet welded and partial penetration welded branch connections1 - CriticalDone10.1.0.19.1.0
641979ASME NB: Tee moments may use incorrect sign and may lead to incorrect stress results when combining signed and unsigned combinations1 - CriticalDone11.01.00.119.1.0
641976Base material for SA508-1A material specification is incorrectly set as Low Alloy Steel instead of carbon steel1 - CriticalDone10.1.0.19.6.1
641969ISO14692: Pressure correction factor for bend flexibility factor is applied incorrectly2 - HighDone9.6.3.69.5.0
641962JSME Class 2-PPC: B1 stress index is incorrectly reported as 0.5 for a reducer with cone angle value of 60.01 - CriticalDone10.0.0.79.1.0
641958Incorrect stress value may be stored for SLO(B2) combination for JSME Piping code2 - HighDone9.6.3.29.5.0
641939Tracker#:11167 - Temperature dependent data not updated on modifying temperature for points range1 - CriticalDone9.6.0.199.5.0
641929B31.1: SIF is not correctly calculated for welding tees with a special consideration of crotch radius and thickness2 - HighDone9.6.2.29.0.0
641923ASME NB: Program applies incorrect minimum value limit for fillet welded branch connection stress indices2 - HighDone11.0.0.169.3.1
641922ASME NB: Incorrect stress results may be reported for negative face of a reducer node that is directly connected to a tee branch1 - CriticalDone11.0.0.159.1.0
641920ASME NB: Thermal ratchet allowable may be calculated incorrectly when the ratio of pressure stress over yield strength is greater than or equal to 11 - CriticalDone11.0.0.189.1.0
641919ASME NB: Changing fatigue curve for a pipe identifier may modify fatigue curves for other pipe identifier(s)1 - CriticalDone11.01.00.099.3.0
641915Buoyancy is not applied to copied segments1 - CriticalDone11.0.0.199.5.0
641896ASME NB: Stress, allowable and SIF calculations for a reducer may use incorrect Pipe properties and Pressure/Temperature data1 - CriticalDone11.01.00.119.1.0
641894Wind and hydrotest loads are not applied to a segment if snow load checkbox is unchecked2 - HighDone11.03.00.0111.02.00
641892ASME NC/ND: Equation 11 allowable calculation is incorrectly impacted by selected equation 9 allowable case1 - CriticalDone11.03.00.039.1.0
641883On duplicating a wind load, changing the wind direction of one case also updates the direction of duplicated case2 - HighDone11.01.00.2011.01.00
641882Hydrotest: For beams thermal anchor movements are multiplied with temperature factor and incorrectly added to thermal anchor movements for displacements2 - HighDone11.01.00.2010.00.00
641881Bend flange correction factor is not applied when flange is located beyond segment change1 - CriticalDone11.04.00.066.3.0
641877ASME NB: Response and SAM case are not summed up using Modal/Timestep Tee moment Summation1 - CriticalDone11.04.00.0610.00.00
641876ASME NB: Pressure term calculations use maximum D/t from header and branch instead of header only2 - HighDone12.02.00.119.1.0
641875Flange Analysis: When internal pressure is set to zero, stresses due to external loads are not calculated2 - HighDone11.04.00.049.4.0
641874Flange Analysis: Program is incorrectly calculating gasket seating bolt load (Code required) for flanges subjected to external pressure2 - HighDone11.04.00.039.4.0
641873JSME 2008: Occasional stress is not included at Tee point when the "MAX OCC" option is selected1 - CriticalDone12.06.00.0910.00.00
641872Flange Check: Gasket Inside Diameter and Effective Width values may not be correct2 - HighDone12.06.00.319.4.0
641871ASME B31.8: User defined rest-func and rest-exp combinations incorrectly use a default kFac of 1.02 - HighDone12.06.00.379.0.0
641870Results for models with connected anchors and intermediate soil and/or mass points may be incorrect1 - CriticalDone12.06.00.2612.00.00
641869Material Libraries: Incorrect data may be retrieved from the library for certain materials2 - HighDone12.04.00.128.6.0
641868Pressure extension forces and moments not considered for B31.3 and B31.1 2018 sustained combinations at 0 pressure2 - HighDone12.04.00.1112.01.00
641867Expansion 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 F1 - CriticalDone12.04.00.138.9.0
641866Properties for SA671-C70-22 code dependent material may not be retrieved correctly when using ASME2004, ASME2007, or ASME2009 material library1 - CriticalDone12.04.00.079.3.0
641865Y factor should not be considered in calculations of Hoop stress and ASD category for DNV 2012 and later editions2 - HighDone12.04.00.049.6.0
641864ASME B31J: SIF values for Unreinforced Fabricated tee with sloped configuration may not be calculated correctly1 - CriticalDone12.04.00.0911.03.00
641863ASME B313 Material Libraries: Incorrect allowable stress, yield strength, or thermal expansion data for some materials1 - CriticalDone12.04.00.049.0.0
641862ASME NC/ND: Allowable case for Sh, Sy in Eq. 9 is incorrectly used for 1980+1980S add. and earlier editions1 - CriticalDone12.04.00.069.1.0
641861Time History Profile (*.THP) file with time and/or load values having more than ten characters may generate incorrect Time History results1 - CriticalDone12.04.00.0411.02.00
641860ASME NC/ND: B2 stress index and allowable calculations for a reducer may use incorrect pipe properties and pressure temperature data1 - CriticalDone12.04.00.029.1.0
641859ASCE-7-10: Exposure category B is incorrectly limiting z value to 30ft for calculating velocity pressure exposure coefficient Kz2 - HighDone12.03.00.089.6.0
641858ASME 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 legs1 - CriticalDone12.02.00.119.1.0
641857ASCE 7: Topographical factor Kzt may be calculated incorrectly leading to incorrect wind pressure1 - CriticalDone12.03.00.079.6.0
641856ASME B31.3: AL-6XN-B688 allowable values are  not correct2 - HighDone12.03.00.049.3.0
641855ASME B313 Material Library: A790-S31803 is using incorrect values of thermal expansion at 300F, 800F, 950F and 1300F2 - HighDone12.03.00.019.3.0
641854ASME B31J: Skewed tees do not always calculate stiffness values correctly1 - CriticalDone12.02.00.1311.03.00
641853Flange Check: Capability to assign flange corrosion for flange design is not available1 - CriticalDone12.02.00.129.4.0
641852ASME B31J: Flange Bolt/Nut Weight field may incorrectly be overwritten by automatically calculated torsional SIF value2 - HighDone12.00.00.1411.03.00
641851Axial pressure force may not be used when calculating longitudinal pressure force for Hydrotest load combination2 - HighDone12.02.00.066.3.0
641850Flange Check: Flange inserted on a segment junction/continuation point may use zero values for external forces and moments for the selected load combination1 - CriticalDone12.01.00.039.4.0
641849ISO 14692: Soil points on components other than bends use joint properties of previous point and Joints allowable stress equations2 - HighDone12.01.00.039.5.0
641848ASME B31.1 Material library: Some of the materials are not using correct values for allowable stress, thermal expansion, Modulus or ultimate strength2 - HighDone12.01.00.029.2.0
641847Density and Poisson’s ratio may not be updated correctly when switching material library1 - CriticalDone12.04.00.076.3.0
641846ASME Nuclear: Stress indices for bend mid points may be calculated incorrectly1 - CriticalDone12.02.00.049.1.0
641845Insert new valve dialog may load incorrect length, surface area factor and weight from previously inserted valve1 - CriticalDone12.02.00.0611.00.00
641844Flange Analysis: When internal pressure is less than zero, ASME section VIII Div 2 is not calculating stresses2 - HighDone11.04.00.059.4.0
641843HDPE Pipe cross section library has wrong values1 - CriticalDone11.04.00.079.6.0
641842B31.1 Material Library: Thermal expansion data (Table B-1) was not updated in B311-12, B311-14 & B311-161 - CriticalDone11.04.00.079.6.0
641841ASME Material Library : Thermal expansion, Modulus of elasticity and Design stress intensity values for some pipe materials may not be correct2 - HighDone12.00.00.079.1.0
641840ASME Material Library: SA182-F22 values are incorrectly updated for ASME2000 and later material libraries1 - CriticalDone12.00.00.099.1.0
641838ASME Nuclear Material Library: Thermal expansion and/or Modulus of elasticity values for some pipe materials may not be correct1 - CriticalDone12.00.00.079.6.1
641836ASME Libraries: Some pipe materials are not referring to correct standard material2 - HighDone11.05.00.059.6.1
641835B31.4 and B31.8 "2012 or later" material libraries are not up to date with the applicable code edition changes2 - HighDone12.00.00.1111.00.00
641831Imposed Support Displacements inserted on supports or anchors connected to beam members are not considered for Multiple Support Response Spectrum analysis1 - CriticalDone11.01.00.209.2.0
641829ASME Nuclear: Incorrect density, composition, and modulus values for standard pipe materials NI and GROUP-1-B1 - CriticalDone11.01.00.129.1.0
641828ASME NC/ND: Stress Summary calculations incorrectly uses branch pressure and geometry for pressure term calculations2 - HighDone11.01.00.169.1.0
641812Tees with different material across tee legs may report inconsistent allowable values1 - CriticalDone9.6.2.69.1.0
641811ASME NC/ND: Elbows with any flange type reports B1 factor for socket welding flange2 - HighDone9.6.2.59.1.0
641810For ASME NC/ND, Reducers at Cone Angle 30 deg Reporting Wrong B1 Index2 - HighDone9.6.2.39.1.0
641809Incorrect modulus values for ISOGRPM library2 - HighDone9.6.3.59.5.0
641801JSME Class 2-PPC: Maximum applicable B1 and B2 indices value at a point may not be used1 - CriticalDone10.0.0.79.1.0
641800JSME Class 2-PPC: B1 and B2 indices reported at valve far point are incorrect for valves that are not butt welded1 - CriticalDone9.6.3.69.1.0
641796Snip & ChinaGB: Allowable values at points using material specifications with more than one thickness range may be calculated incorrectly2 - HighDone10.1.0.19.0.0
641794ASME NB - Tee Moment Summation: Nested user-combinations having different summation for the nested combinations are not being combined correctly2 - HighDone10.1.0.110.00.00
641791ASME NC/ND: SIF value lower than 2.0 may be calculated when "Use SIF of 2.0" is checked1 - CriticalDone10.0.0.109.1.0
641788ASME NC & ND: B2r and C2r stress indices may be calculated incorrectly for fillet welded and partial penetration welded branch connections1 - CriticalDone10.1.0.19.3.1
641787Allowable values at points using material specifications with more than one thickness range may be calculated incorrectly1 - CriticalDone10.1.0.16.3.0
641783ISO 14692: Incorrect factor is being used for calculating bend flexibility factor for hand-lay smooth bends2 - HighDone9.6.3.69.5.0
641782ASME NB: Reducer placed directly after valve may not use reducer geometry data for stress indices calculations2 - HighDone10.0.0.79.2.0
641780ASME NC/ND: B2r/C2r calculations incorrectly use reinforced branch mean radius for evaluating branch thickness tb2 - HighDone9.6.3.69.6.0
641779ASME NB: Allowable value for a transient with zero moment case and a non-thermal case is calculated incorrectly2 - HighDone10.0.0.99.6.1
641772ASME NB: Global moment values are used for time history load case for non-tee points when "Modal/timestep tee summ" option is enabled2 - HighDone10.1.0.110.00.00
641771ASME NB thermal transient analysis gross discontinuity stress may be incorrectly calculated at locations involving last TTA pipe1 - CriticalDone10.1.0.49.1.0
641761Default code combinations with (EXP) case considers axial force due to pressure extension only if "Inc. axial, Pcase in Sus." is checked2 - HighDone9.6.1.68.9.0
641757Distributed 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 operation1 - CriticalDone9.6.1.66.3.0
641674Equivalent temperature rise dt is calculated incorrectly for HDPE pipes2 - HighDone9.6.1.29.6.0
641671DNV 2012 ASD check does not take in to account maximum longitudinal stress2 - HighDone9.6.1.49.6.0

See Also

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Known Issues in AutoPIPE (Enhancements, defects, etc..)