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Inputs. x,y,z. Joint Fx Fy Fz. J Rx Ry Rz Sx Sy Sz. The Program. Program’s name. 3 DOF for space truss instead of 2. Nodes. Lamdz must be added. (2N-2, 2N-1, 2N). (2F-2, 2F-1, 2F). 6 DOF. Change to the 3D truss matrix. Dofz GF( dofz )=load(i,4). Dofz Jr ( dofz ) Jd ( dofz ).
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x,y,z Joint FxFyFz J Rx RyRzSxSySz
Program’s name 3 DOF for space truss instead of 2
Nodes Lamdz must be added (2N-2, 2N-1, 2N) (2F-2, 2F-1, 2F) 6 DOF
DofzGF(dofz)=load(i,4) DofzJr(dofz)Jd(dofz) From 2 to 4
3 zdisp Rz dofz 3 lamz