Midas 运行runtime error m6201 请高手指教

以下是其中一段分析信息
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :     76  OF     144
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     468
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    1
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     76 OF     144

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    2
  DISPLACEMENT ERROR NORM .. :  0.18520E-02    CONVERGENCE TOLERANCE .. :  0.10000E-01
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     76 OF     144
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    7  /  159     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. :     76  OF     144
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     468
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    1
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     76 OF     144

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    2
  DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     76 OF     144

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    3
  DISPLACEMENT ERROR NORM .. :  0.21737E-04    CONVERGENCE TOLERANCE .. :  0.10000E-01
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     76 OF     144
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    8  /  159     STAGE NO :    4     STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
运行到上面就出现下图所示
请各位高手帮帮忙，小弟感激不尽

楼主钢束对应单元选择有问题（如下图所示），应选上所有张拉段单元

你的问题解决了没，我也遇到类似的问题了