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What Critical and High issues were first introduced in AutoPIPE v.6.3 and lower?
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What Critical and High issues were first introduced in AutoPIPE v.6.3 and lower?
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
See Also
Critical and High issues
Bentley AutoPIPE
critical
06.03 and lower
AutoPIPE
Known Issues
High
defect
First Affected Version
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Created by
Mike Dattilio
When:
Fri, Sep 16 2016 8:37 AM
Last revision by
Mike Dattilio
When:
Mon, Apr 18 2022 5:39 PM
Revisions:
23
Comments:
0
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