Computational Methods in Structural and Continuum Mechanics |
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Authors Preface | 9 |
Forces in plane pinjointed trusses | 17 |
Free vibration of plane pinjointed trusses | 21 |
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ACII ACIK APPENDIX axes Axial axisymmetric bending moments COMPUTATION concentrated loads concentrated masses COORD FOR NODE Determine the nodal DISPLTS eigenmode eigenvalues elastic modulus element Input Example follows FORII=1TONF FORKK=2TONW FORME=1TOMS GETA Global co-ordinates GOSUB GOTO grillage hydrostatic load I=1 TO NN Input i node JJ+1 JK=JK+1 lbf/in² Member details member type MN/m² moment of area moment of inertia N/m² NEXTII NEXTJJ NEXTKK NEXTME Nodal coordinates nodal displacements Nodal position node for member Nodes defining Number of elements Number of suppressed plane strain plane stress positions and values Positions of suppressed POSNS PRESS ANY KEY principal plane PRINT FEED PRINT I NODE PRINT MEMBER PRINT NODAL PRINT POSITION PRINT PRINT PRINT PRINT THE NODAL PRINT VALUE PRINT X COORD PRINT"FEED shown in Fig SIMULTANEOUS EQUATIONS stiffness matrix Suppressed displacement positions Torque u₁ v₁ Value of mass values of concentrated Xi Yi Әф