没分配预应力钢束组还能运行，分配后就不能运行了

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY =   11.1 GBYTES
CONSTRUCTION STEP NO. :    1  /  108     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
  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. :    2  /  108     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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  /  108     STAGE NO :    2     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
  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. :    4  /  108     STAGE NO :    2     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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. :    5  /  108     STAGE NO :    3     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
  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. :    6  /  108     STAGE NO :    3     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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. :    7  /  108     STAGE NO :    4     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
  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. :    8  /  108     STAGE NO :    4     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. :     12  OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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 :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04

Stop - Program terminated.

3跨22+31+22的等截面连续箱梁桥，没分配预应力钢束组之前运行有错误但还能运行完使用后处理模式，分配后运行一点就直接中止了

ULTIMATE STRENGTH :  0.18600E+04,  STRESS BEGIN :  0.26040E+04,  STRESS END :  0.26040E+04,预应力张拉荷载输入有误 ≤0.75*1860MPa