Material.sdof

# Set domain's dimension
domain.dim(1)

# Add nodes
node.add(1,0.)
node.add(2,2.)

# Add materials/sections
material.uniElastic(1, 1.,0.)
section.rect(1, 1.,1.)
material.sdof(2, 1.,1.) 

# Add element
element.bar2s(1, 1,2,1,1)
element.sdof(2,2,1,2)

# Fix node 1, dof 1
node.fix(1,1)

# Define loadcase 
lc.define(1)
load.node(2,1,1.)

# Run analysis 
analysis.static()
analysis.run(1,1)

# Print results (x-displacements on node 2)
print node.data(2)["disp"][0]