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 NMULTI-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. : 32OF 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. : 32OF 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. : 32OF 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
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