problem description
nodes=2 elements=1
title="Cantilever Study with Load Cases"

load cases
tip_load	node-forces=(2, point_load)
end_moment	node-forces=(2, end_moment)

nodes
1  x=0.0	constraint=fixed
2  x=10.0	constraint=free

beam elements
1   nodes=[1,2]	  material=steel

material properties
steel   E=30e6   A=2.0   Ix=100

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

forces
point_load    Fy=-100
end_moment    Mz=-100

end