Reaction force at node 0:  Rx = 0.187661, Ry = -0.0144814
Reaction force at node 4:  Rx = -0.237595, Ry = 0.114478
# Configuration of deformed truss computed by
# Math 625 truss solver utility.

# NODE nodeno: x_coord y_coord
node    0: *        0.00 *        0.00
node    1:          0.83         -0.26
node    2:          1.62         -0.77
node    3:          2.38         -1.42
node    4: *        0.00 *        1.00
node    5:          1.17          0.65
node    6:          2.15          0.05
node    7:          3.00         -0.63

# LINK linkno: node1 node2 area modulus
link    0:      0      1         1.00   1.0000e+00
link    1:      0      5         1.00   1.0000e+00
link    2:      4      1         1.00   1.0000e+00
link    3:      4      5         1.00   1.0000e+00
link    4:      1      5         1.00   1.0000e+00
link    5:      1      2         1.00   1.0000e+00
link    6:      1      6         1.00   1.0000e+00
link    7:      5      2         1.00   1.0000e+00
link    8:      5      6         1.00   1.0000e+00
link    9:      2      6         1.00   1.0000e+00
link   10:      2      3         1.00   1.0000e+00
link   11:      2      7         1.00   1.0000e+00
link   12:      6      3         1.00   1.0000e+00
link   13:      6      7         1.00   1.0000e+00
link   14:      3      7         1.00   1.0000e+00

# LOAD nodeno: fx fy
load    3:       0.0000      -0.0500
load    7:       0.0500      -0.0500

# LINK linkno: stress
stress    0:    -0.143579
stress    1:    -0.057709
stress    2:     0.063832
stress    3:     0.211452
stress    4:    -0.036237
stress    5:    -0.059356
stress    6:    -0.040525
stress    7:     0.050825
stress    8:     0.144606
stress    9:    -0.020841
stress   10:    -0.005183
stress   11:    -0.019150
stress   12:     0.049409
stress   13:     0.083982
stress   14:     0.005769