$title
 "*GenData(analysis_title)"
 $no_meshes
 *GenData(number_of_meshes)
 $mesh_name
 "*GenData(mesh_name)"
 $space_dimension
 3
 $element_shape
 *GenData(element_shape_for_this_mesh)
 $element_no_nodes
 *GenData(element_number_of_nodes) 
 $no_dof_per_node
 *GenData(number_of_DOFs_per_node)
 $no_elements
 *nelem
 $element_names_and_connectivities
*loop elems 
 *ElemsNum   *GenData(element_name)   *ElemsConec
*end elems
 $element_attributes      ! material, cross_section, initial stress, local system
*set cond assign_cross_section *elems
*loop elems
 *ElemsNum   *ElemsMat   *cond(cross_section_number)   0   1
*end elems
 $no_materials
 *nmats
 $materials     ! name, E, G 
*loop materials
 *MatNum   *MatProp(type)   *MatProp(Elasticity_modulus,real)   *MatProp(Transverse_shear_modulus,real)
*end materials
 $no_geometries
 *GenData(number_of_cross_sections_to_be_defined)
 $geometries                      ! cross_section_name, A, J11, J22, Jt, J12, G1, G2, S1, S2    
*set cond assign_cross_section *elems
*set var ngeom=GenData(number_of_cross_sections_to_be_defined,int)
*for(counter=1;counter<=ngeom;counter=counter+1)
*loop elems
*if(cond(cross_section_number,int)==counter)
 *cond(cross_section_number,int)  *cond(section_type)  *cond(A,real)  *cond(I11,real)  *cond(I22,real)  *cond(It,real)  *cond(I12,real)  *cond(G1,real)  *cond(G2,real)  *cond(S1,real)  *cond(S2,real)
*break
*endif
*end elems 
*endfor
 $no_initial_stresses
 0
 $no_element_local_systems
 *GenData(number_of_local_systems_to_be_defined)
 $element_local_systems
*set cond assign_local_system *elems
*set var nlocsys=GenData(number_of_local_systems_to_be_defined,int)
*for(counter=1;counter<=nlocsys;counter=counter+1)
*loop elems
*if(cond(local_system_number,int)==counter)
 *cond(local_system_number,int)  *cond(local_system_name)  *cond(loc_sys_vector_component_1,real)  *cond(loc_sys_vector_component_2,real)  *cond(loc_sys_vector_component_3,real)
*break
*endif
*end elems 
*endfor
 $no_nodes
 *npoin
 $nodal_coordinates  
*loop nodes
 *NodesNum   *NodesCoord(1,real)   *NodesCoord(2,real)   *NodesCoord(3,real)
*end nodes
 $nodal_dof_codes
*set cond Apply_constraint_on_points *nodes 
*loop nodes
 *NodesNum      *cond(Ux)   *cond(Uy)   *cond(Uz)   *cond(theta_x)   *cond(theta_y)   *cond(theta_z)
*end nodes 
 $no_load_sets
 1
 $load_name
 "*GenData(load_name_or_description)"
 $no_loaded_elements !(load_set = 1)
*set cond apply_distributed_load *elems
 *CondNumEntities
*if(CondNumEntities>0)
 $element_forces     !(element,qx,qy,qz,mx,my,mz) (on global system)
*loop elems *OnlyInCond
 *ElemsNum   *cond(qx,real)   *cond(qy,real)   *cond(qz,real)   *cond(mx,real)   *cond(my,real)   *cond(mz,real)
*end elems
*endif 
 $no_loaded_nodes    !(load_set = 1)
*set cond apply_concentrated_load *nodes
 *CondNumEntities
*if(CondNumEntities>0)
 $nodal_forces     !(node,Fx,Fy,Fz,Mx,My,Mz) (on global system)
*loop nodes *OnlyInCond
 *NodesNum   *cond(Fx,real)   *cond(Fy,real)   *cond(Fz,real)   *cond(Mx,real)   *cond(My,real)   *cond(Mz,real)
*end nodes
*endif 
 $no_prescribed_nodes !(load_set = 1)
 0
 $no_runs
 *GenData(number_of_runs_to_be_performed_on_the_mesh)
 $run_name
 "*GenData(run_title)"
 $run_type_variables !(problem_type, analysis_type, algorithm_type)
 *GenData(problem_type)   *GenData(analysis_type)   *GenData(algorithm_type)   
 $kinematics   !( second_order ,  exact , linear )
 *GenData(kinematics)      
 $initial_conditions
 *GenData(initial_conditions)
 $no_steps
 *GenData(number_of_steps)
 $step_control_variables !(step, no_substeps, final_time, final_factor, approach_crit_state, autom_step_length)
 *GenData(number_of_steps)   *GenData(number_of_substeps)   *GenData(time_at_the_end_of_the_step)   *GenData(load_factor_at_the_end_of_the_step)   *GenData(approach_critical_point_in_case_of_instability?)   *GenData(automatic_substep_length?)
 $output_control_variables
 *GenData(output_file_format)   *GenData(print_results)
 $end