Nodal output values are written to the file `<name>.nodeout.txt`. Data are output linewise with whitespace delimiters. The data structure is

Timestep:

time-value

Data at nodes – one line for each node with the following groups

node number

coordinates

displacements corresponding to nodal degrees of freedom, e.g. in case of plates, in case of 2D-beams, in case of shells

i.e. the number of values varies according to the type of freedom, see also Section 1

internal nodal forces corresponding to nodal degrees of freedom, i.e. the same number of values as for displacements

internal nodal forces with absolute values smaller than roughly (depends on prescribed equilibrium tolerance , see Section 10.9.4) may be considered as equilibrated

larger values (absolute) occur with prescribed degrees of freedom and correspond to boundary reactions

output for nodes of slab elements (

`SB3`) partially differs

integration point moments projected to nodes are inserted between displacements and internal nodal forces

Example1.0000 1 0.0000 0.0000 0.0000 0.0000e+00 -6.5308e-04 -6.5308e-04 6.5184e-02 6.5184e-02 -8.4746e-03 2.5000e-01 -1.2490e-16 -1.7347e-16 2 0.5000 0.5000 0.0000 -6.9459e-04 8.7193e-19 0.0000e+00 1.2239e-01 1.2239e-01 -8.5652e-17 1.2768e-15 3.1225e-17 1.8345e-16 ... i.e. Node x y z w phi_x phi_y m_x m_y m_xy f_w f_phi_x f_phi_y