; main parameters IP NELEM NNOD ITED 0 NGD 0 KPER NPSN 0 KSS RP CRIT SCALE THDEF XL XU YL YU ZL ZU ALPHA ␣␣$A$ $I_k$ $W_k$ $I_\eta$ $W_\eta$ $I_\zeta$ $W_\zeta$ $p_x$ $p_y$ $p_z$ ; optional default values of line elements’ geometrical characteristics (see note below)

; description of nodes XY C IN$_1$ $x_{\mathtt{IN}_1}$ $y_{\mathtt{IN}_1}$ $z_{\mathtt{IN}_1}$ $\dots$ C IN$_n$ $x_{\mathtt{IN}_n}$ $y_{\mathtt{IN}_n}$ $z_{\mathtt{IN}_n}$ ; row-wise XY N IN$_1$ $\dots$ IN$_n$ X $x_{\mathtt{IN}_1}$ $\dots$ $x_{\mathtt{IN}_n}$ Y $y_{\mathtt{IN}_1}$ $\dots$ $y_{\mathtt{IN}_n}$ Z $z_{\mathtt{IN}_1}$ $\dots$ $z_{\mathtt{IN}_n}$ ; column-wise

; description of elements EL T ITE E IE N INE$_1$ $\dots$ INE$_\mathtt{NNE}$ H $h_1$ $\dots$ $h_\mathtt{NNE}$ G NG ␣␣S IH R $I_\eta$ $I_\zeta$ $A$ $\alpha_v$ $h_T$ $h_v$ ; optional description of the semi-loof element’s edge reinforcement(s) ␣␣A $A$ $I_k$ $W_k$ $I_\eta$ $W_\eta$ $I_\zeta$ $W_\zeta$ C $p_x$ $p_y$ $p_z$ ; optional values of line element’s geometrical characteristics (see note below)

; description of connector elements CN T INDF E IE IE$_1$ ID$_1$ IE$_2$ ID$_2$

; end of input data EN EN