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+% EK301, Section A1, Group 7, Team GNU, 4/09/12
+% Michael Abed, ID U55178419
+% Joseph Stone, ID U44434740
+% Ben Havey, ID 
+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
+\ No newline at end of file