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Code Listing by Paulo J. Paupitz Goncalves

Code 1-2 of 2   






The function calculates the Global to Local coordinate transformation matrix for a beam in space. [x0,y0,z0] and [x1,y1,z1] are the coordinates of the beam ends. alpha is the twist over the axis perpendicular to the beam cross sectional area, usually set to 0.



Calculate the dynamic stiffness using spectral element for a beam in space