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. |