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authorMichael Abed <michaelabed@gmail.com>2012-04-09 23:47:09 -0400
committerMichael Abed <michaelabed@gmail.com>2012-04-09 23:47:09 -0400
commit9eb93adc7a617e874500bff4fef7ae0dc16526e5 (patch)
treec7535e7fd1fddf1d0ca739cd2de85f873413dd91
parent2b61d521c51300575c981a48d256c87cbcf6e478 (diff)
downloadek301-prelim-9eb93adc7a617e874500bff4fef7ae0dc16526e5.tar.gz
ek301-prelim-9eb93adc7a617e874500bff4fef7ae0dc16526e5.tar.bz2
ek301-prelim-9eb93adc7a617e874500bff4fef7ae0dc16526e5.zip
save output files
-rwxr-xr-xfranken.out32
-rwxr-xr-xpratt.out38
-rwxr-xr-xpratt2.out38
-rwxr-xr-xwarren.out32
4 files changed, 140 insertions, 0 deletions
diff --git a/franken.out b/franken.out
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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: 2.884 (C)
+m2: 2.079 (T)
+m3: 2.369 (T)
+m4: 3.349 (C)
+m5: 2.309 (C)
+m6: 4.503 (T)
+m7: 2.254 (T)
+m8: 5.543 (C)
+m9: 2.164 (T)
+m10: 4.545 (T)
+m11: 2.401 (C)
+m12: 3.104 (C)
+m13: 2.217 (T)
+m14: 1.995 (T)
+m15: 2.769 (C)
+Reaction forces in Newtons
+r1: 0.000
+r2: 2.000
+r3: 1.920
+Cost of truss: $256
+Theoretical max load is 11.5765
+Theoretical max load/cost ratio in N/$: 0.0453
+First member to break is member 8
+The buclking force is 14.795 N
+Worst possible buckling strength is 10.810 N
+Theoretical worst load/cost ratio: 0.0423 \ No newline at end of file
diff --git a/pratt.out b/pratt.out
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+++ b/pratt.out
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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: 2.772 (C)
+m2: 1.960 (T)
+m3: 0.000
+m4: 1.960 (T)
+m5: 2.772 (T)
+m6: 3.920 (C)
+m7: 1.960 (C)
+m8: 3.920 (T)
+m9: 2.772 (T)
+m10: 5.880 (C)
+m11: 0.000
+m12: 3.920 (T)
+m13: 2.772 (T)
+m14: 5.880 (C)
+m15: 1.960 (C)
+m16: 1.960 (T)
+m17: 2.772 (T)
+m18: 3.920 (C)
+m19: 0.000
+m20: 1.960 (T)
+m21: 2.772 (C)
+Reaction forces in Newtons
+r1: 0.000
+r2: 1.960
+r3: 1.960
+Cost of truss: $308
+Theoretical max load is 13.1392
+Theoretical max load/cost ratio in N/$: 0.0427
+First member to break is member 10
+The buclking force is 17.582 N
+Worst possible buckling strength is 12.417 N
+Theoretical worst load/cost ratio: 0.0403 \ No newline at end of file
diff --git a/pratt2.out b/pratt2.out
new file mode 100755
index 0000000..4f53d91
--- /dev/null
+++ b/pratt2.out
@@ -0,0 +1,38 @@
+% 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
diff --git a/warren.out b/warren.out
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index 0000000..efa0be4
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+++ b/warren.out
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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: 2.263 (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