% 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: 2.828 (C)
m2: 2.000 (T)
m3: 0.000 
m4: 2.000 (T)
m5: 2.828 (T)
m6: 4.000 (C)
m7: 0.000 
m8: 6.000 (T)
m9: 2.828 (C)
m10: 4.000 (C)
m11: 3.920 (T)
m12: 6.000 (T)
m13: 2.772 (C)
m14: 4.001 (C)
m15: 0.000 
m16: 2.002 (T)
m17: 2.772 (T)
m18: 4.001 (C)
m19: 0.000 
m20: 2.002 (T)
m21: 2.774 (C)
Reaction forces in Newtons
r1: 0.000
r2: 2.000
r3: 1.920
Cost of truss: $310
Theoretical max load is 15.6748
Theoretical max load/cost ratio in N/$: 0.0505
First member to  break is member 21
The buclking force is 10.257 N
Worst possible buckling strength is 14.143 N
Theoretical worst load/cost ratio: 0.0456