> INITIAL STAGE USING THE K0 CONDITION
>
> CON STRUCTION STAGE NO. : 1 / 37
> 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. : 25000 OF 32400
> ENTRY SOLUTION PHASE
> ENTRY LOAD_BLOCK
> ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATION S IN BLOCKS )