ADO application
| 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 |
TFS application
| 1033576 | Density and Poisson’s ratio may not be updated correctly when switching material library |
| 579963 | Tee inserted at the branch of another tee incorrectly inherits properties of the existing tee |
| 522111 | Ground motion time history case with multiple .tih files reporting incorrect values |
| 339236 | Allowable values at points using material specifications with more than one thickness range may be calculated incorrectly |
| 139135 | Different hot modulus value not used for analysis for points on the same pipe ID |
| 139110 | Incorrect analysis results with imposed disp. or anchor movement on soil points |
| 138778 | Program not reporting max stress from -ve and +ve faces of soil and kink points |
| 138308 | American materials in EN13480 library may have incorrect creep data |
| 135232 | In ASME NC/ND 1981/1982 Unreinforced/Reinforced tee SIF can be less than 2.1 |
| 135201 | Incorrect local y and z axes for nearly vertical pipes |
| 135145 | B31.1-67 branch stress calculated for reducing outlet branch tees is incorrect |
| 135115 | Branch stress calculated for reducing outlet branch crosses may be incorrect |
| 135105 | MITI-3: Cannot add load cases to combination in 3AS(P+S) category |
| 134422 | Two consecutive tees on the same segment may be disconnected after NTL import |
| 133930 | Program crashes when trying to delete segment origin pt in attached test model |
| 133869 | Update EN13480 elongation criteria for allowable stress for austenitic steel |
| 133864 | Allowable hoop stress for EN13480 is set to fh instead of design stress f |
| 133158 | ASME B31.8: Temperature derating factor T is not used in calculation of sustained and occasional stress allowable |
| 114919 | P&T dependent data may change if inserting before the 1st segment point |
| 114722 | Fluid transient forces may be incorrect downstream from a flow rate change |
| 114556 | Cut short may be incorrect when mass & soil points are present |
| 114024 | Constant Force hanger stiffness is incorrectly set to rigid when undesigned |
| 113589 | Tee in- & out-plane moments are reversed on +side when run & branch on same seg |
| 113492 | Shaft axis set to Inclined in Rotating Equipment dialog will hang the program |
| 113391 | Hoop stress for thick wall pipes is not calculated correctly for EN13480 code |
| 111444 | ZPA or missing mass option may cause a memory error during dynamic analyses |
| 111436 | Program gives very large results for long duration time history load |
| 111401 | Incorrect effective branch wall thickness for B31.1 reduced outlet tees |
| 111355 | Wide miter elbow has the wrong B2 value for NC and ND codes |
| 110759 | Shear modulus is zero for new pipe sections after a Cancel in the PipeID dialog |
| 110748 | Tee stress results for General Stress report combinations may not be correct |
| 110646 | Pressure cases may not be correctly included in the General Pipe Stress Report |
| 110517 | Stream function messages do not clearly indicate the validity of results |
| 110513 | Problems in spectrum analyses may cause a crash while generating output report |
| 110427 | Cannot close error message E38-25 if pipe size is not valid for valve type |
| 110404 | Current velocity and marine growth data may not always be initialized properly |
| 110401 | Analysis results for deep water wave loads may be too large at the seabed |
| 110383 | Incorrect number of TIH files causes large time history ZPA reactions |
| 109893 | Program hangs after copy/paste of a tee |
| 109799 | Modify pipe properties over range may corrupt the model |
| 109651 | Model revision number is not updated for General Model Option changes |
| 109544 | The Automatic Cf factor calculation for the ASCE 7-98 wind load is incorrect |
| 109182 | The pressure calc. for thick wall pipes uses thin-wall theory for Poisson effect |
| 109180 | Member earthquake factors are not saved and applied to beams |
| 108902 | Flexible joint & nozzle stiffness is decreased with mass or soil points |
| 108755 | General code uses reducing tee formula for codes that do not require it |
| 108461 | Program hangs when sizing relief valve vent lines |
| 103734 | Zero support reactions in force spectrum analysis except for last load case |
| 103629 | Using static correction methods for some dynamic analyses produces no difference |
| 103612 | Rigid support response to force spectrum loads are not always accurate |
| 103610 | Incorrect response spectrum accelerations reported using ZPA |
| 103588 | Missing time history loads after using Fluid Transient command |
| 103584 | Rigid support response to time history loads are not always accurate |
| 103566 | Guide support results on a vertical line may be inconsistent with gap directions |
| 103535 | Insert/flange over a range in non-english units gives incorrect flange weights |
| 103492 | Paste may cause bends to have connectivity errors & invalid pipe properties |
| 103466 | Inserting a support at a tee or junction point may crash the program. |
| 103060 | 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 |
| 102934 | Analysis may crash if Hydrotest P/T loadcase is > 1 and rigid pipes defined |
| 102932 | Invalid combinations can be created in Result\Code\User and Result\Other\User |
| 102927 | Grouping with missing mass may cause incorrect response spectrum results |
| 102922 | Selecting both beam and frame points with Edit\Text open may cause crash |
| 102880 | Edit/Copy of a single point component causes the program to hang |
| 102850 | BS806 and MITI codes do not use P2,T2 and P3, T3 cases for gen. stress |
| 102844 | Incorrect mass calculation at valves and flexible joints |
| 102831 | Hoop stress calculation for mitered bends is not per ASME B31.1 |
| 102817 | Hanger forces are not printed for all load cases in Support sub-report |
| 102805 | Contiguous segmt intersect may cause hang during copy of attach branch |
| 102759 | Incorrect BS806 longitudinal bending stress at straight pipes |
| 102713 | Modify/Point at a tee causes the program to hang |
| 102703 | Incorrect interpolation of B16.47 temperature vs. allowable pressure |
| 101643 | Mass or soil points in flanged bend change bend flexibility |
| 101579 | Supports on bend midpoints/frames & all soil deleted during consistency check |
| 101575 | After delete points & consistency check, single segment tees may be corrupted |
| 101550 | Beam beta angle may be incorrect for vertical frame members |
| 101546 | Certain loads are omitted from hydrotest case when load cases are not analyzed |
| 101534 | Branch sizes at olets are imported from Autoplant incorrectly |
| 101530 | Flexible joints of different sizes are imported from Autoplant as one size |
| 101505 | Number of automatic mass points over a span may be incorrect |
| 101499 | Edit/Copy can crash the program with frames connected to tee points |
| 101491 | Inserting a run point before the current point may corrupt the P&T data |
| 101489 | Models with segments with only a single bend point can crash the program |
| 101467 | Flexibility for flanged bend incorrect when adding a mid point |
| 101465 | Biljaard cylindrical and spherical vessel stiffnesses are lower than expected |
| 101447 | Soil points from a Copy/Paste operation may be invalid |
| 101446 | When modifying temp. in SI units, hot allowable stresses may not be updated |
| 101286 | A bend midpoint may become disconnected causing abnormal program termination |
| 101285 | Thickness dependant hot allowable stresses may not be updated |
| 101272 | Hoop stress at reducers may use the wrong pressure in interactive code scan |
| 101268 | Modify operating loads with blue changes may incorrectly change Temp/Pres/All |
| 101261 | Tee and continuation points may be disconnected after consistency check |
| 101258 | Using mmetric or metric units with BS7159 code gives incorrect modulus values |
| 101257 | The hot modulus is calculated incorrectly for the BS7159 code option |
| 101256 | Selecting laminate type or reference is not updating material properties |
| 101233 | DNV User "combined" code combinations do not have Hoop & Long cases |
| 101231 | For models > 400 Kb, Display/Animate-Displ/Modes may corrupt model or crash |
| 101204 | Added mass points may affect cut short results |
| 101075 | Incorrect forces and moments when anchor attached to flex joint |
| 101074 | The pressure extension calculated for valves is incorrect |
| 101073 | CSAZ184 piping code does not calculate equivalent tensile code stresses |
| 101072 | Models with more than 400 segments may crash if view/segment is used |
| 93282 | BS 7159 "Pipe" dialog processing problems |
| 93235 | All imposed displacements is added to Hydrotest loadcases |
| 93205 | F3-Text key causes AutoPIPE to stop abnormally for General code option |
| 93202 | Selecting "Seismic Lev" option causes AutoPIPE to stop abnormally |