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authorMichael Abed <michaelabed@gmail.com>2012-04-10 00:11:48 -0400
committerMichael Abed <michaelabed@gmail.com>2012-04-10 00:11:48 -0400
commit0d307e49247b7ecd17e1f452b993544e6ec5e481 (patch)
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parent9eb93adc7a617e874500bff4fef7ae0dc16526e5 (diff)
downloadek301-prelim-0d307e49247b7ecd17e1f452b993544e6ec5e481.tar.gz
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+Input truss data-file name: truss_data_1
+% EK301, Section A1, Group 7, Team GNU, 4/09/12
+% Michael Abed, ID U55178419
+% Joseph Stone, ID U44434740
+% Ben Havey, ID
+Load: 25.000 N
+Member forces in Newtons:
+m1: 16.667 (C)
+m2: 0.000
+m3: 16.667 (T)
+m4: 23.570 (C)
+m5: 16.667 (T)
+m6: 16.667 (C)
+m7: 11.785 (T)
+m8: 8.333 (T)
+m9: 0.000
+m10: 11.785 (C)
+m11: 8.333 (T)
+m12: 0.000
+m13: 8.333 (C)
+Reaction forces in Newtons
+r1: 0.000
+r2: 16.667
+r3: 8.333
+Cost of truss: $140
+Theoretical max load is 36.5154
+Theoretical max load/cost ratio in N/$: 0.2603
+First member to break is member 4
+The buclking force is 29.212 N
+Worst possible buckling strength is 35.366 N
+Theoretical worst load/cost ratio: 0.2521 \ No newline at end of file