# cantilever.dat
# 
# Input data for the truss solver
# 
# Specification of a simple cantilever truss

# "node nodeno: x y" where x and y are the node's coordinates
node 0:        *0 *0
node 1:         1  0
node 2:         2  0
node 3:         3  0
node 4:        *0 *1
node 5:         1  1
node 6:         2  1
node 7:         3  1

# "link linkno: n1 n2 A E" where n1 and n2 are the node numbers
# connected by the link, A is the link's cross-sectional area,
# and E is the link's Young's modulus.
link 0:         0  1  1  1
link 1:         0  5  1  1
link 2:         4  1  1  1
link 3:         4  5  1  1
link 4:         1  5  1  1
link 5:         1  2  1  1
link 6:         1  6  1  1
link 7:         5  2  1  1
link 8:         5  6  1  1
link 9:         2  6  1  1
link 10:        2  3  1  1
link 11:        2  7  1  1
link 12:        6  3  1  1
link 13:        6  7  1  1
link 14:        3  7  1  1

# "load n: fx fy" applies the force (fx, fy) to node n.
#  If a node is not listed here, it means it has no
#  externally applied load.
load 3:        0.00   -0.05
load 7:        0.05   -0.05