I am using step-8 to build 2d cantilever beam.Can anyone help me whether it
is correct or not? actually i got error.i am new to finite element and
dealii as well.
for elemental stiffness matrix=k=integration[E.I B.transpose(B)] ..
so i did like this
cell_matrix(i,j) +=
                            (

(fe_cell_values.shape_grad(i,q_point)[component_i]*

fe_cell_values.shape_grad(j,q_point)[component_j]*
                               youngs_modulus*I)
                            )*fe_cell_values.JxW(q_point);



thanks and regards
chandra

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