From 9eb93adc7a617e874500bff4fef7ae0dc16526e5 Mon Sep 17 00:00:00 2001
From: Michael Abed <michaelabed@gmail.com>
Date: Mon, 9 Apr 2012 23:47:09 -0400
Subject: save output files

---
 franken.out | 32 ++++++++++++++++++++++++++++++++
 pratt.out   | 38 ++++++++++++++++++++++++++++++++++++++
 pratt2.out  | 38 ++++++++++++++++++++++++++++++++++++++
 warren.out  | 32 ++++++++++++++++++++++++++++++++
 4 files changed, 140 insertions(+)
 create mode 100755 franken.out
 create mode 100755 pratt.out
 create mode 100755 pratt2.out
 create mode 100755 warren.out

diff --git a/franken.out b/franken.out
new file mode 100755
index 0000000..e7dacd9
--- /dev/null
+++ b/franken.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: 2.884 (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
new file mode 100755
index 0000000..e44a542
--- /dev/null
+++ b/pratt.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: 2.772 (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
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
-- 
cgit v1.2.3