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3DOF Space Truss Program with Enhanced Node and Joint Support

This program expands the capabilities of a 2D truss analysis by integrating a 3DOF space truss system. It allows for the addition of new nodes (LamdZ) and facilitates the computation of forces and reactions at joints. The advancement accommodates up to 6 degrees of freedom per joint, utilizing matrices to compute loads and displacements across various spatial configurations. Enhanced functions enable seamless transitions from 2D to 3D truss analysis, allowing for flexible modeling of complex structural systems with precise load distribution.

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3DOF Space Truss Program with Enhanced Node and Joint Support

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Presentation Transcript

  1. Inputs

  2. x,y,z Joint FxFyFz J Rx RyRzSxSySz

  3. The Program

  4. Program’s name 3 DOF for space truss instead of 2

  5. Nodes Lamdz must be added (2N-2, 2N-1, 2N) (2F-2, 2F-1, 2F) 6 DOF

  6. Change to the 3D truss matrix

  7. DofzGF(dofz)=load(i,4) DofzJr(dofz)Jd(dofz) From 2 to 4

  8. 3 zdisp Rz dofz 3 lamz

  9. Output

  10. Write the name of the input function

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