
# Number of Elements & Nodes:
*npoin

# Node        X        Y        Z        R
*set elems(all)
*loop nodes
*NodesNum *NodesCoord(1,real) *NodesCoord(2,real) *NodesCoord(3,real) 0.0
*end nodes

#number of nodes with reaction
*Set Cond Fixing_Nodes *nodes
*CondNumEntities(int)

*loop nodes *OnlyInCond
*NodesNum *Cond(x) *Cond(y) *Cond(z) *Cond(xx) *Cond(yy) *Cond(zz)
*end nodes

*nelem 		#number of frame elements

*loop elems
*ElemsNum *ElemsConec *ElemsMatProp(Ax) *ElemsMatProp(Asy) *ElemsMatProp(Asz) *ElemsMatProp(Jxx) *ElemsMatProp(Iyy) *ElemsMatProp(Izz) *ElemsMatProp(E) *ElemsMatProp(G) *ElemsMatProp(roll) *ElemsMatProp(density)
*end elems


*Set Cond Additional_Information *nodes
*loop nodes *OnlyInCond
*Cond(Shear_Deformation)
*Cond(Geometric_Stiffness)
*Cond(Exa_Static_Mesh_Defromation)
*Cond(X_Increment)
*end nodes

*Nintervals #Load case
*loop intervals

*Set Cond Gravity *nodes
*loop nodes *OnlyInCond
*cond(gx) *cond(gy) *cond(gz)
*end nodes

*Set Cond Nodal_Loads *nodes
*CondNumEntities(int)
*if(*CondNumEntities(int)>0)
*loop nodes *OnlyInCond
 *NodesNum *Cond(Fx) *Cond(Fy) *Cond(Fz) *Cond(Mxx) *Cond(Myy) *Cond(Mzz)
*end nodes
*endif
*Set Cond Uniform_Loads *elems
*CondNumEntities(int)
*if(*CondNumEntities(int)>0)
*loop elems *OnlyInCond
 *ElemsNum *Cond(Ux) *Cond(Uy) *Cond(Uz)
*end elems
*endif
*Set Cond Trapezoidal_Loads *elems
*CondNumEntities(int)
*if(*CondNumEntities(int)>0)
*loop elems *OnlyInCond
 *ElemsNum *Cond(x1_x) *Cond(x2_x) *Cond(w1_x) *Cond(w2_x)
  *Cond(x1_y) *Cond(x2_y) *Cond(w1_y) *Cond(w2_y)
  80 830 -0.05 0.07
*end elems
*endif
*Set Cond Internal_Concentration_Loads *elems
*CondNumEntities(int)
*if(*CondNumEntities(int)>0)
*loop elems *OnlyInCond
 *ElemsNum *Cond(Px) *Cond(Py) *Cond(Pz) *Cond(x)
*end elems
*endif
*Set Cond Temeperature_Loads *elems
*CondNumEntities(int)
*if(*CondNumEntities(int)>0)
*loop elems *OnlyInCond
 *ElemsNum *Cond(alpha) *Cond(hy) *Cond(hz) *Cond(Ty+) *Cond(Ty-) *Cond(Tz+) *Cond(Tz-)
*end elems
*endif
*Set Cond Prescribed_Displacement_Loads *nodes
*CondNumEntities(int)
*loop nodes *OnlyInCond
 *NodesNum *Cond(Dx) *Cond(Dy) *Cond(Dz) *Cond(Dxx) *Cond(Dyy) *Cond(Dzz)
*end nodes
*end intervals

*Set Cond Dynamic_Vibration *nodes
*loop nodes *OnlyInCond
*Cond(Num_Nodes)
*Cond(Jacobi)
*Cond(Consist_Mass)
*Cond(Shape_Tol)
*Cond(Shift_Value)
*Cond(Mesh_Deform)
*end nodes

*Set Cond Extra_Inertia_Loads *nodes
*CondNumEntities(int)
*if(*CondNumEntities(int)>0)
*loop nodes *OnlyInCond
*NodesNum *Cond(Mass) *Cond(Ixx) *Cond(Iyy) *Cond(Izz)
*end nodes
*endif

*Set Cond Extra_Mass_Loads *elems
*CondNumEntities(int)
*if(*CondNumEntities(int)>0)
*loop elems *OnlyInCond
*ElemsNum *Cond(mass)
*end elems
*endif

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