| 3014
|
BEAM MOMENT END A-Z PLANE 1
|
Beam element bending moment at end A about element z-direction. Controlled by
FORCE Case Control command.
|
| 3015
|
BEAM MOMENT END A-Y PLANE 2
|
Beam element bending moment at end A about element y-direction. Controlled by FORCE Case Control command.
|
| 3016
|
BEAM MOMENT END B-Z PLANE 1
|
Beam element bending moment at end B about element z-direction. Controlled by FORCE Case Control command.
|
| 3017
|
BEAM MOMENT END B-Y PLANE 2
|
Beam element bending moment at end B about element y-direction. Controlled by FORCE Case Control command.
|
| 3018
|
BEAM FORCE END A-Y PLANE 1
|
Beam element transverse shear force at end A in element y-direction. Controlled by FORCE Case Control command.
|
| 3019
|
BEAM FORCE END A-Z PLANE 2
|
Beam element transverse shear force at end A in element z-direction. Controlled by FORCE Case Control command.
|
| 3020
|
BEAM FORCE END B-Y PLANE 1
|
Beam element transverse shear force at end B in element y-direction. Controlled by FORCE Case Control command.
|
| 3021
|
BEAM FORCE END B-Z PLANE 2
|
Beam element transverse shear force at end B in element z-direction. Controlled by FORCE Case Control command.
|
| 3022
|
BEAM FORCE END A-X
|
Beam element axial force at end A in element x-direction. Controlled by FORCE Case Control command.
|
| 3023
|
BEAM FORCE END B-X
|
Beam element axial force at end B in element x-direction. Controlled by FORCE Case Control command.
|
| 3024
|
BEAM MOMENT END A-X
|
Beam element torque at end A about element x-direction. Controlled by FORCE Case Control command.
|
| 3025
|
BEAM MOMENT END B-X
|
Beam element torque at end B about element x-direction. Controlled by FORCE Case Control command.
|
| 3139
|
BEAM STRESS END A POINT C
|
Beam element stress at end A, stress recovery point C. For beam elements this stress will include both bending and axial contributions. Controlled by
STRESS Case Control commands.
|
| 3140
|
BEAM STRESS END A POINT D
|
Beam element stress at end A, stress recovery point D. For beam elements this stress will include both bending and axial contributions. Controlled by STRESS Case Control commands.
|
| 3141
|
BEAM STRESS END A POINT E
|
Beam element stress at end A, stress recovery point E. For beam elements this stress will include both bending and axial contributions. Controlled by STRESS Case Control commands.
|
| 3142
|
BEAM STRESS END A POINT F
|
Beam element stress at end A, stress recovery point F. For beam elements this stress will include both bending and axial contributions. Controlled by STRESS Case Control commands.
|
| 3151
|
BEAM STRESS END B POINT C
|
Beam element stress at end B, stress recovery point C. For beam elements this stress will include both bending and axial contributions. Controlled by STRESS Case Control commands.
|
| 3152
|
BEAM STRESS END B POINT D
|
Beam element stress at end B, stress recovery point D. For beam elements this stress will include both bending and axial contributions. Controlled by STRESS Case Control commands.
|
| 3153
|
BEAM STRESS END B POINT E
|
Beam element stress at end B, stress recovery point E. For beam elements this stress will include both bending and axial contributions. Controlled by STRESS Case Control commands.
|
| 3154
|
BEAM STRESS END B POINT F
|
Beam element stress at end B, stress recovery point F. For beam elements this stress will include both bending and axial contributions. Controlled by STRESS Case Control commands.
|
| 3164
|
BEAM STRESS END A-MAX
|
Beam element maximum stress (bending and axial) for all points at end A. Controlled by
STRESS Case Control commands.
|
| 3165
|
BEAM STRESS END A-MIN
|
Beam element minimum stress (bending and axial) for all points at end B. Controlled by STRESS Case Control commands.
|
| 3166
|
BEAM STRESS END B-MAX
|
Beam element maximum stress (bending and axial) for all points at end A. Controlled by STRESS Case Control commands.
|
| 3167
|
BEAM STRESS END B-MIN
|
Beam element minimum stress (bending and axial) for all points at end A. Controlled by STRESS Case Control commands.
|
| 3170
|
BEAM STRESS END A-AXIAL
|
Beam element axial stress at end A. Controlled by STRESS Case Control command.
|
| 3176
|
BEAM STRESS END B-AXIAL
|
Beam element axial stress at end B. Controlled by STRESS Case Control command.
|
| 3195
|
BEAM VON MISES STRESS
|
Beam element von Mises stress. Controlled by STRESS Case Control command.
|
| 3296
|
BEAM EQUIVALENT STRESS
|
For .out file outputs, this represents the beam element nonlinear equivalent axial stress (material nonlinear solutions) or axial stress (linear solutions). For .fno file outputs, this represents the maximum beam element stress (both axial and bending stresses). Note that for prestress solutions, regardless of PARAM,
ADDPRESTRESS setting, equivalent stress will not include prestress contribution. Controlled by
STRESS or
STRAIN Case Control commands (linear solutions) and
NLSTRESS Case Control command (nonlinear solutions).
|
| 3296
|
BEAM VON MISES STRESS-BENDING
|
Beam element von Mises stress computed without membrane stress contribution. Controlled by STRESS or STRAIN Case Control commands and PARAM,
EQVSTRESSTYPE setting.
|
| 3296
|
BEAM VON MISES STRESS-MEMBRANE
|
Beam element von Mises stress computed without bending stress contribution. Controlled by STRESS or STRAIN Case Control commands and PARAM, EQVSTRESSTYPE setting.
|
| 3297
|
BEAM EFFECTIVE STRAIN-ELASTIC
|
Beam element effective axial strain. Note that for prestress solutions, regardless of PARAM, ADDPRESTRESS setting, effective strain will not include prestress contribution. Controlled by STRESS or STRAIN Case Control commands.
|
| 3297
|
BEAM EFFECTIVE STRAIN-PLASTIC/NONLINEAR ELASTIC
|
Beam element effective strain (nonlinear elastic material) or plastic strain (elastic-plastic material). Controlled by NLSTRESS Case Control command.
|
| 3298
|
BEAM EFFECTIVE STRAIN-CREEP
|
Beam element effective creep strain. Controlled by NLSTRESS Case Control command.
|
| 3446
|
BEAM MAX STRESS
|
Beam element maximum stress (bending and axial) for all points at ends A and B. Controlled by STRESS Case Control command.
|
| 3447
|
BEAM MIN STRESS
|
Beam element minimum stress (bending and axial) for all points at ends A and B. Controlled by STRESS Case Control command.
|
| 3448
|
BEAM LOCATION A
|
Beam element end A location.
|
| 3449
|
BEAM LOCATION B
|
Beam element end B location.
|
| 3481
|
BEAM STATUS
|
Solution and option dependent. In modal summation solutions (DDAM), STATUS is the mode number with the maximum response in the NRL summation. In solutions where a factor of safety calculation method has been defined on a
MAT1 entry, STATUS is the factor of safety.
|
| 3639
|
BEAM STRAIN END A POINT C
|
Beam element stress at end A, stress recovery point C. For beam elements this strain will include both bending and axial contributions. Controlled by
STRAIN Case Control commands.
|
| 3640
|
BEAM STRAIN END A POINT D
|
Beam element strain at end A, strain recovery point D. For beam elements this strain will include both bending and axial contributions. Controlled by STRAIN Case Control commands.
|
| 3641
|
BEAM STRAIN END A POINT E
|
Beam element STRAIN at end A, STRAIN recovery point E. For beam elements this strain will include both bending and axial contributions. Controlled by STRAIN Case Control commands.
|
| 3642
|
BEAM STRAIN END A POINT F
|
Beam element STRAIN at end A, STRAIN recovery point F. For beam elements this strain will include both bending and axial contributions. Controlled by STRAIN Case Control commands.
|
| 3651
|
BEAM STRAIN END B POINT C
|
Beam element STRAIN at end B, STRAIN recovery point C. For beam elements this strain will include both bending and axial contributions. Controlled by STRAIN Case Control commands.
|
| 3652
|
BEAM STRAIN END B POINT D
|
Beam element STRAIN at end B, STRAIN recovery point D. For beam elements this strain will include both bending and axial contributions. Controlled by STRAIN Case Control commands.
|
| 3653
|
BEAM STRAIN END B POINT E
|
Beam element stress at end B, stress recovery point E. For beam elements this strain will include both bending and axial contributions. Controlled by STRAIN Case Control commands.
|
| 3654
|
BEAM STRAIN END B POINT F
|
Beam element stress at end B, stress recovery point F. For beam elements this strain will include both bending and axial contributions. Controlled by STRAIN Case Control commands.
|
| 3664
|
BEAM STRAIN END A-MAX
|
Beam element maximum strain (bending and axial) for all points at end A. Controlled by STRAIN Case Control commands.
|
| 3665
|
BEAM STRAIN END A-MIN
|
Beam element minimum strain (bending and axial) for all points at end B. Controlled by STRAIN Case Control commands.
|
| 3666
|
BEAM STRAIN END B-MAX
|
Beam element maximum strain (bending and axial) for all points at end A. Controlled by STRAIN Case Control commands.
|
| 3667
|
BEAM STRAIN END B-MIN
|
Beam element minimum strain (bending and axial) for all points at end A. Controlled by STRAIN Case Control commands.
|
| 3670
|
BEAM STRAIN END A-AXIAL
|
Beam element axial strain at end A. Controlled by STRAIN Case Control command.
|
| 3676
|
BEAM STRAIN END B-AXIAL
|
Beam element axial strain at end B. Controlled by STRAIN Case Control command.
|
| 3695
|
BEAM VON MISES STRAIN
|
Beam element von Mises strain. Controlled by STRAIN Case Control command.
|
| 3948
|
BEAM MAX STRAIN
|
Beam element maximum strain (bending and axial) for all points at ends A and B. Controlled by STRAIN Case Control command.
|
| 3949
|
BEAM MIN STRAIN
|
Beam element minimum strain (bending and axial) for all points at ends A and B. Controlled by STRAIN Case Control command.
|
| 3998
|
BEAM DAMAGE
|
Beam element fatigue damage. Controlled by
FATIGUE,
STRESS, and
STRAIN Case Control commands.
|
| 3999
|
BEAM LIFE
|
Beam element fatigue life. Controlled by FATIGUE, STRESS, and STRAIN Case Control commands.
|