Page 4 - Demo

P. 4


                                
                                    Planar Truss Examplefor ComrelAdd-onRCPConsult, 2023-2025Page 4//* Global stiffness matrixdoubleK[ndof][ndof];for(inti=0;i=0;i--){ac[i]=fc[i];for(intj=ndof1;j>i;j)ac[i]=ac[i]K[i][j]*ac[j];ac[i]=ac[i]/K[i][i];}//* Axial loads in barsdoubleNN[nfe];for(inte=0;e


     
       
         
           
             
             
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