Inputs
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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