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diff --git a/warren.out b/warren.out new file mode 100755 index 0000000..efa0be4 --- /dev/null +++ b/warren.out @@ -0,0 +1,32 @@ +% 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: 2.263 (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 |