problem description
title="Timoshenko Cantilever Example" nodes=2 elements=1

constraints
fixed Tx=c Ty=c Rz=c
free  Tx=c Ty=u Rz=u

material properties
test E=10 Ix=10 kappa=0.5 G=10 A=1

distributed loads
weight direction=perp values=(2,0) (1,10)

nodes
1 x=0  constraint=fixed
2 x=10 constraint=free

timoshenko elements
1 nodes=[1,2] material=test load=weight

end