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Forces in plane pinjointed trusses
Bending moments in rigidjointed plane frames
10 other sections not shown
analysis Appendix area for element axes bending moments Commodore PET concentrated loads concentrated masses continuum mechanics COORD DATA The data Determine the nodal eigenmode eigenvalues elastic modulus element Input Example finite element method FORI FORME=1TOMS Free vibration frequencies of vibration Global co-ordinates GOTO grillage hydrostatic load indNi Input cross-sectional area Input i node Member details member Input member type natural frequencies NC 9 NEXTII NEXTJJ NEXTKK NEXTME Nodal coordinates nodal displacements Nodal position node for element node for member Nodes defining Number of concentrated Number of elements number of nodes Number of suppressed OUTPUT The nodal plane strain plane stress positions and values Positions of suppressed PR I NT principal plane PRINT PRINT:PRINT"FEED PRINT"FEED PRINT"THE problems rigid-jointed plane frame shown in Fig simultaneous equations space frame stiffness matrix Suppressed displacement corresponding Suppressed displacement positions Torque torsional constant Value of mass values of concentrated Vector