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. : 76OF 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. : 76OF 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
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