大佬们，运行分析后出现这个错误，怎么解决

-----------------------------------------S T A R T I N G       S O L U T I O N

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY =    2.7 GBYTES
CONSTRUCTION STEP NO. :    1  /   17     STAGE NO :    1     STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :     32  OF      86
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     198
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
  ITERATION NO. :    1      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    2      DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    2  /   17     STAGE NO :    1     STEP NO :    2
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :     32  OF      86
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     198
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
  ITERATION NO. :    1      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    2      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    3      DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    3  /   17     STAGE NO :    1     STEP NO :    3
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :     32  OF      86
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     198
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
  ITERATION NO. :    1      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    2      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    3      DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    5)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06

Stop - Program terminated.

张拉力输错了，注意单位