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Generates element stiffness matrix for beams.
beamElementMat(beamP, beamT, Y, Length, MoI)
Generates initial element matrix needed for the finite element model.
An element matrix of the beam
Matrix (2 x n) of beam coordinates.
Matrix (2 x n) containing the number of the coordinate point as shown in beamP that connect to form a given beam (Discretization table).
Elastic modulus value for material.
Length of beams.
Moment of inertia for each beam segment.
data(beamGeo) data(beamDime) Length = beamDime$Length MoI = beamDime$MomentofInertia beamEmat = beamElementMat(beamGeo$beamP, beamGeo$beamT, beamGeo$Y, Length, MoI)
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