*Heading B21 Elements, Static Analysis ** Job name: nosubstr_rbm_beam2d_sta Model name: Model-1 ** ** PARTS ** *Part, name=Beam2d *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Beam2d-1, part=Beam2d *Node 1, 0., 0. 2, 1., 0. 3, 10., 1. 4, 2., 0.1111111 5, 3., 0.2222222 6, 4., 0.3333333 7, 5., 0.4444444 8, 6., 0.5555556 9, 7., 0.6666667 10, 8., 0.7777778 11, 9., 0.8888889 *Element, type=B21 1, 1, 2 2, 2, 4 3, 4, 5 4, 5, 6 5, 6, 7 6, 7, 8 7, 8, 9 8, 9, 10 9, 10, 11 10, 11, 3 ** Region: (Secn:Picked), (Beam Orientation:Picked) *Elset, elset=_I1, internal, generate 1, 10, 1 ** Section: Secn Profile: Prof *Beam Section, elset=_I1, Section=RECT,material=Elas 1, 1 0.,0.,-1. ***Element,type=spring1,elset=spr2 **10002,3 ***spring,elset=spr2 **2, **1000 *End Instance *Nset, nset=_Set4, internal, instance=Beam2d-1 1, *Nset, nset=_Set5, internal, instance=Beam2d-1 3, *End Assembly ** ** MATERIALS ** *Material, name=Elas *Density 10., *Elastic 1e+08,0. **AMPLITUDE DEFINITION *amplitude,name=ss,def=smooth step 0,0,0.2,1.,1.,1. ** ---------------------------------------------------------------- ** ** STEP: Stp1 ** *Step, name=Stp1, nlgeom, inc=1000,unsym=no,extrap=no Rigid Body Rotation *Dynamic,alpha=-0.05,nohaf **,direct=no stop 0.1, 1. *controls,param=field 1e-8 ** ** BOUNDARY CONDITIONS ** ** Name: BC1 Type: Symmetry/Antisymmetry/Encastre *Boundary _Set4, 1,2 ** ** LOADS ** ** Name: Lod1 Type: Concentrated force *Cload,amp=ss _Set5, 1, 100. _Set5, 2, 200. _Set5,6,100 ** ** OUTPUT REQUESTS ** **Restart, write, frequency=1 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *El Print, freq=999999 s,e *Node Print, freq=999999 u,coord,rf *End Step