% EK301, Section A1, Group 7, Team GNU, 4/09/12
% Michael Abed, ID U55178419
% Joseph Stone, ID U44434740
% Ben Havey, ID U46525972
Load: 3.920 N
Member forces in Newtons:
m1: 2.884 (C)
m2: 2.079 (T)
m3: 2.369 (T)
m4: 3.349 (C)
m5: 2.309 (C)
m6: 4.503 (T)
m7: 2.254 (T)
m8: 5.543 (C)
m9: 2.164 (T)
m10: 4.545 (T)
m11: 2.401 (C)
m12: 3.104 (C)
m13: 2.217 (T)
m14: 1.995 (T)
m15: 2.769 (C)
Reaction forces in Newtons
r1: 0.000
r2: 2.000
r3: 1.920
Cost of truss: $256
Theoretical max load is 11.5765
Theoretical max load/cost ratio in N/$: 0.0453
First member to  break is member 8
The buclking force is 14.795 N
Worst possible buckling strength is 10.810 N
Theoretical worst load/cost ratio: 0.0423