Error / Warning Code

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1000

1002

1006

1008

1010

1018

1019

1020

1022

1023

1024

1032

1036

1037

1038

1045

1046

1102

1201

1202

1203

2001

2004

2007

2008

2009

2012

2101

2102

2103

2104

2105

2107

2108

2109

2110

2111

2112

2113

2116

2117

2122

2123

2124

2125

2126

2127

2128

2130

2131

2132

2133

2134

2135

2137

2138

2139

2140

2141

2142

2143

2145

2149

2150

2151

3501

3503

4003

4009

4010

4011

4012

4013

4014

4017

4018

4020

4021

4024

4025

4026

4027

4028

4030

4031

4032

4033

4035

4037

4039

4040

4041

4042

4045

4046

4047

4048

4049

4051

4052

4054

4055

4057

4060

4063

4064

4105

4106

4108

4109

 

 

Error/Warning code & Message string

 

During modeling and analysis process, the user can find following error or warning code with message in output window.

Check the code and the user can find the main reason and suggested solution for each code.

 

Error/Warning Code

Message String

1000

SOLVER LOCK WAS NOT DETECTED. _ARG_REP_

1002

CANNOT OPEN INPUT FILE '"_ARG_REP_"'.

1006

SELF DEPENDENCY FOUND IN MULTIPOINT CONSTRAINT DEFINITION FOR _ARG_REP_"."

1008

_ARG_REP_" IS ALREADY CONSTRAINED. CANNOT BE CONSTRAINED BY MULTIPOINT CONSTRAINT."

1010

INVALID RIGID BODY MOTION DEFINITION IN RBE ID=_ARG_REP_"."

1018

INVALID MATERIAL DATA IN MATERIAL ID="_ARG_REP_".

1019

UNABLE TO DEFINE ELEMENT ORIENTATION FOR "_ARG_REP_" ELEMENT ID="_ARG_REP_".

1020

NODAL COORDINATE HAS NEGATIVE X VALUE IN AXISYMMETRIC ELEMENT ID="_ARG_REP_".

1022

INVALID MATERIAL REFERENCE IN PROPERTY ID="_ARG_REP_".

1023

NOT ENOUGH ELEMENTS DEFINED TO FORM CAVITY ID=_ARG_REP_"."

1024

"CANNOT RESUME WRITING TO RESULT FILE "_ARG_REP_ "."

1032

CURVE FITTING FAILED IN MATERIAL ID="_ARG_REP_".

1036

INVALID ELEMENT TYPE FOR NONLINEAR EXPLICIT DYNAMIC ANALYSIS.

1037

PRELOAD (BOLT LOAD) IS NOT SUPPORTED IN ANALYSIS ID="_ARG_REP_".

1038

BOTH (DISPLACEMENT/VELOCITY/ACCELERATION) AND (VELOCITY/ACCELERATION/DISPLACEMENT) CANNOT BE SPECIFIED TO THE SAME DOF. NODE ID= .

1045

"MATERIAL COORDINATE SYSTEM CANNOT BE CHANGED DURING CONSTRUCTION STAGE ANALYSIS."

1046

"INVALID RELEASE DOF DEFINITION IN "_ARG_REP_" ELEMENT ="_ARG_REP"."

1102

ERROR ENCOUNTERED WHILE READING INPUT FILE '_ARG_REP_"

1201

CANNOT OPEN SCRATCH FILE _ARG_REP_"."

1202

CANNOT OPEN RESTART FILE _ARG_REP_"."

1203

IDENTICAL RESTART FILENAME SPECIFIED FOR BOTH READ AND WRITE METHOD.

2001

NEGATIVE JACOBIAN IN ELEMENT ID=_ARG_REP_"."

2004

FAILED TO COMPUTE EIGENVALUES. "_ARG_REP_

2007

FACTORIZATION FAILED DUE TO SINGULARITY AT "_ARG_REP_" (RANK="_ARG_REP_").

2008

ERROR IN LINEAR EQUATION SOLVER ("_ARG_REP_").

2009

FAILED TO DETERMINE MATERIAL AXIS BY PROJECTION IN ELEMENT ID="_ARG_REP_".

2012

IMPROPER LINEAR EQUATION SOLVER SELECTED. TRY OTHER SOLVERS OR USE AUTO SELECTION.

2101

1D ELEMENT LENGTH IS ZERO IN ELEMENT ID="_ARG_REP_".

2102

SCRATCH FILE IO FAILED.

2103

FAILED TO CONVERGE IN NONLINEAR ANALYSIS. LOAD INCREMENT="_ARG_REP_".

2104

SINGULARITY OCCURRED WHILE COMPUTING CONSTITUTIVE MATRIX IN ELEMENT ID="_ARG_REP_".

2105

CANNOT COMPUTE CONSISTENT TANGENT MODULUS, MATERIAL ID="_ARG_REP_
    ", ELEMENT ID="_ARG_REP_", INTEGRATION POINT="_ARG_REP_".

2107

TOO MANY THICKNESS INTEGRATION POINTS IN PROPERTY ID="_ARG_REP_" FOR EXPLICIT DYNAMIC ANALYSIS (MAX=31)

2108

CRITICAL TIME STEP IS ZERO IN EXPLICIT DYNAMIC ANALYSIS.

2109

ZERO DIAGONAL MASS FOUND IN EXPLICIT DYNAMIC ANALYSIS.

2110

MASS MPC OR RBE MASS CANNOT BE DIRECTIONAL IN EXPLICIT DYNAMIC ANALYSIS.

2111

SCALAR MASS CANNOT BE SPECIFIED TO ROTATIONAL INERTIA IN EXPLICIT DYNAMIC ANALYSIS.

2112

INSUFFICIENT MEMORY FOR TEMPORARY EIGENVECTOR STORAGE. REDUCE NUMBER OF EIGENVECTORS.

2113

FACTORIZATION FAILED IN EIGEN SOLVER. THIS MAY BE DUE TO EXCESSIVELY CLUSTERED EIGENVALUES.

2116

FAILED TO CONVERGE IN AMG (~).

2117

DIVERGENCE DETECTED IN EXPLICIT DYNAMIC ANALYSIS.

2122

NO FLEXIBLE-BODY MODE.

2123

DIVERGENCE DETECTED IN EXPLICIT DYNAMIC ANALYSIS AT TIME="_ARG_REP_".("_ARG_REP_

2124

PROPERTY ID="_ARG_REP_" IS ASSIGNED TO INCOMPATIBLE ELEMENT TYPE.

2125

CONTACT SEGMENT WITH NODE IDS = "_ARG_REP_" IS INVALID. IDENTICAL NODAL COORDINATES FOUND IN THE SEGMENT.

2126

RIGID MATERIAL IN COMPOSITE PROPERTY (ID = "_ARG_REP_") IS NOT ALLOWED.

2127

INSUFFICIENT MEMORY FOR TEMPORARY RITZ VECTOR STORAGE.

2128

MULTI-BODY SYSTEM SEEMS TO BE OVER-CONSTRAINED.

2130

LIMIT VALUE OF STRESS CONSTRAINT FOR MATERIAL ID = "_ARG_REP" IS ZERO.

2131

ERROR ENCOUNTERED DURING ANALYSIS RESTART. CURRENT ELEMENT IS INCONSISTENT WITH STORAGE DATA.

2132

ERROR ENCOUNTERED IN MODIFIED CAM CLAY MATERIAL MODEL. TENSILE STRESS IS APPLIED IN ELEMENT ID= "_ARG_REP_" MATERIAL ID= "_ARG_REP_".

2133

MODIFIED CAM CLAY MATERIAL MODEL ID="_ARG_REP_" CAN ONLY BE USED WITH SOLID, PLAIN STRAIN, OR AXISYMMETRIC ELEMENTS.

2134

ERROR ENCOUNTERED IN ELEMENT ID="_ARG_REP_". MODIFIED CAM CLAY MATERIAL MODEL ID="_ARG_REP_" CAN ONLY BE USED WITH SOLID, PLAIN STRAIN, OR AXISYMMETRIC ELEMENTS.

2135

ERROR ENCOUNTERED IN MODIFIED CAM CLAY MATERIAL MODEL. IN MATERIAL ID "_ARG_REP_", INITIAL VOID RATIO MUST BE LARGER THAN ZERO.

2137

ERROR ENCOUNTERED IN MATERIAL ID = "_ARG_REP_". "_ARG_REP_" MATERIAL MODEL CANNOT BE USED WITH VISCOELASTIC MATERIAL.

2138

"CANNOT COMPUTE ELASTIC-CREEP TANGENT MODULUS, MATERIAL ID="_ARG_REP_
    ", ELEMENT ID="_ARG_REP_", INTEGRATION POINT="_ARG_REP_"."

2139

"MISSING DILATANCY ANGLE IN COULOMB FRICTION MODEL WITH VARIABLE FRICTION ANGLE, MATERIAL ID=_ARG_REP_". "

2140

"SHELL INTERFACE ELEMENT ID= "_ARG_REP_" CAN ONLY BE ATTACHED TO SHELL ELEMENTS."

2141

SHELL INTERFACE ELEMENT ID= "_ARG_REP_" CANNOT FIND ATTACHED SHELL ELEMENT."

2142

PILE ELEMENT ID= "_ARG_REP_" IS NOT EMBEDDED IN SOLID  ELEMENT."

2143

"ANALYSIS CANCELED BY USER REQUEST."

2145

"FAILED TO CHANGE ELEMENT PROPERTY TO PROPERTY ID = "_ARG_REP_". INCOMPATIBLE MATERIAL MODELS."

2149

"UNABLE TO FIND STABLE EQUILIBRIUM BASED ON GIVEN C, PHI IN SLOPE STABILITY ANALYSIS. FACTOR OF SAFETY MAY BE LESS THAN "_ARG_REP_"."

2150

"ERROR WHILE INTEGRATION OF POLYLINE IN SAM MODULE (ELEMENT ID = "_ARG_REP"). CHECK POLYLINE DEFINITION."

2151

"ERROR IN EMBEDDED ELEMENTS. FOLLOWING EMBEDDED TRUSS ELEMENTS HAVE NO MOTHER ELEMENT: "_ARG_REP_". "

3501

CANNOT CLOSE SCRATCH FILE "_ARG_REP_".

3503

FAILED TO WRITE ANALYSIS DATA TO FILE OR READ ANALYSIS DATA FROM FILE.

4003

UNREASONABLE MATERIAL DATA IN MATERIAL ID="_ARG_REP_".

4009

NEGATIVE STRENGTH VALUE SPECIFIED "_ARG_REP_". USING ABSOLUTE VALUE.

4010

FAILED TO FIND APPROPRIATE SHIFT FOR EIGEN SOLVER. (ZERO MASS MATRIX).

4011

SYSTEM MASS IS DIRECTIONAL. USING AVERAGED MASS CENTER AS MODAL FACTOR REFERENCE.

4012

INVALID GRID POINT ID="_ARG_REP_" SPECIFIED IN GRID POINT WEIGHT GENERATOR.

4013

INVALID GRID POINT ID="_ARG_REP_" SPECIFIED IN MODAL FACTOR CALULATION.

4014

ONE OR MORE NON-ZERO DEGREES OF FREEDOM WERE AUTO-CONSTRAINED.

4017

THERE ARE ONLY "_ARG_REP_" EIGENVALUES IN THE RANGE OF INTEREST.

4018

ONLY "_ARG_REP_" EIGENVALUES WERE COMPUTED SUCCESSFULLY.

4020

IGNORING Y-DIRECTION IN GRAVITY LOAD FOR AXISYMMETRIC PROBLEM.

4021

NO LAYER DEFINED IN COMPOSITE PROPERTY. NOT CREATING PROPERTY ID="_ARG_REP_".

4024

FAILED TO CONVERGE IN NONLINEAR ANALYSIS. LOAD INCREMENT="_ARG_REP_".

4025

MAXIMIUM ITERATION REACHED IN RETURN MAPPING, MATERIAL ID=" _ARG_REP_", ELEMENT ID="_ARG_REP_ ", INTEGRATION POINT="_ARG_REP_ ".

4026

STIFFNESS MATRIX IS NOT POSITIVE DEFINITE IN PRE-STRESSED LINEAR STATIC ANALYSIS.

4027

MID-NODES OF ELEMENT ID="_ARG_REP_" ARE RELOCATED TO CENTER OF CORNER POINTS.

4028

MID-NODES OF ALL QUADRATIC SOLID ELEMENTS ARE RELOCATED TO CENTER OF CORNER POINTS.

4030

ITERATIONS STOPPED IN AMG BEFORE SOLUTION CONVERGED (~).

4031

STEFAN BOLTZMANN CONSTANT IS ZERO. RADIATION CONDITIONS WILL HAVE NO EFFECT.

4032

FAILED TO FIND ELEMENT CONNECTED TO SEGMENT WITH NODE IDS = # # # # . THIS SEGMENT IS IGNORED.

4033

MULTIPLE CONNECTED ELEMENTS FOUND FOR SEGMENT WITH NODE IDS = # # # # . THIS SEGMENT IS IGNORED.

4035

CONTACT SURFACE ID = # DEFINED IN CONTACT PARAMETER ID = # WAS NOT FOUND. THIS PARAMETER IS IGNORED.

4037

CANNOT DETERMINE CRITICAL TIME STEP. TIME STEP VALUE OF "_ARG_REP_" WILL BE USED.

4039

DOF "_ARG_REP_" IS ALREADY CONSTRAINED. MULTIPOINT CONSTRAINT IGNORED.

4040

MAXIMUM NUMBER OF ITERATIONS FOR AMG IS TOO SMALL. DEFAULT VALUE "_ARG_REP_" WILL BE USED.

4041

RESIDUAL TOLERANCE FOR AMG IS TOO SMALL. DEFAULT VALUE "_ARG_REP_" WILL BE USED.

4042

DISCREPANCY IN CONSTRAINTS, CONTACT OR MATERIAL PROPERTIES FOUND IN SUBCASE COMBINATION.  COMBINED RESULTS OF SUBCASES ID # AND # MAY BE INVALID.

4045

MINIMUM ALLOWED TIME STEP REACHED. "_ARG_REP_" MAY BE LARGER THAN THE SPECIFIED.

4046

FAILED TO ESTIMATE DOMINANT FLEXIBLE FREQUENCY IN LINEAR DIRECT TRANSIENT ANALYSIS ID = "_ARG_REP_". DEFAULT TIME STEP WILL BE USED.

4047

INFINITE RESPONSE DETECTED DUE TO RESONANCE AT FREQUENCY = "_ARG_REP_".

4048

INFINITE RESPONSE DETECTED DUE TO RIGID BODY MODE AT FREQUENCY = 0

4049

MEMBRANE MATERIAL IS RIGID. BENDING AND SHEAR PROPERTIES WILL BE IGNORED.

4051

MULTI-BODY SYSTEM SEEMS TO BE OVER-CONSTRAINED. DUPLICATED CONSTRAINTS IGNORED.

4052

EXCESSIVE MESH IRREGULARITY DETECTED FOR CASTING DIRECTION CONTROL. ESTIMATED IRREGULARITY MEASURE =

4054

"NEGATIVE JACOBIAN IN ELEMENT ID="_ARG_REP_"."

4055

"SYSTEM MATRIX SEEMS TO BE TOO LARGE FOR PHYSICAL MEMORY. PERFORMANCE MAY BE SEVERELY DEGRADED."

4057

EQUIVALENT LINEAR ANALYSIS FAILED TO CONVERGE WITHIN MAX. ITERATIONS = "_ARG_REP_".

4060

"IGNORING UNPARALLEL K0 DEFINITION FOR PLANE STRAIN/AXISYMMETRIC ELEMENTS." " MAXIMUM K0 VALUE WILL BE USED FOR COMPUTING HORIZONTAL STRESSES."

4063

"CRITICAL FACTOR OF SAFETY NOT FOUND IN "_ARG_REP_" TRIES IN SLOPE STABILITY ANALYSIS. FACTOR OF SAFETY IS GREATER THAN "_ARG_REP_"."

4064

"MATERIAL ASSIGNED TO HOST MESH OF GAUGE PROPERTY (ID = "_ARG_REP_") IS NOT UNIQUE."

4105

ONE OF THE FREQUENCY RANGE BOUNDARIES IS TOO CLOSE TO A FREQUENCY.

4106

EIGENVALUES HAVE NOT PASSED STURM SEQUENCE CHECK.

4108

EIGENVECTORS MAY NOT BE ORTHOGONAL.

4109

EIGENVALUES ARE TOO CLUSTERED TO EVALUATE. SOME EIGENVALUES MAY BE LOST.

 

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