% 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: 2.263 (C)
m2: 1.131 (T)
m3: 2.263 (T)
m4: 2.262 (C)
m5: 2.263 (C)
m6: 3.392 (T)
m7: 2.263 (T)
m8: 4.523 (C)
m9: 2.263 (T)
m10: 3.392 (T)
m11: 2.263 (C)
m12: 2.262 (C)
m13: 2.263 (T)
m14: 1.131 (T)
m15: 2.263 (C)
Reaction forces in Newtons
r1: 0.000
r2: 1.960
r3: 1.960
Cost of truss: $270
Theoretical max load is 9.0692
Theoretical max load/cost ratio in N/$: 0.0336
First member to  break is member 8
The buclking force is 9.707 N
Worst possible buckling strength is 8.130 N
Theoretical worst load/cost ratio: 0.0301