(
TrussBeam bending test
Cantilevered beam 1 long, A=1, E=1, I=1
Fixed at node 1, Load of 1.e-2 along Y at node 2
Deflection at 2 should be 1/3e-2 in small deformation theory. 
Moment at node 1 should be 1.e-2

Osman Buyukisik    osman@fuse.net
)

echo -no
number_of_space_dimensions 2
materi_velocity
materi_velocity_integrated
beam_rotation
end_initia

node 1  0 0
node 2  1 0
element 1  -trussbeam 1 2

group_type 0  -trussbeam
group_beam_young 0  1.0
group_beam_inertia 0  1.0
group_truss_area 0  1.0
group_truss_young 0  1.0

bounda_unknown 0  1 -velx -vely -rotz
bounda_time    0  0. 0. 100. 0.
bounda_force   1  2 -vely
bounda_time    1  0. 1.e-2 100. 1.e-2

control_timestep 0  1.e-1 1.e-1
(
control_print    0  -time_current -node_dof
)

target_item    0  -node_dof 2 -veliy
target_value   0  0.333e-2 1.e-5
target_item    1  -node_rhside 1 -rotz
target_value   1  1.e-2 1.e-5
end_data
