From 0d307e49247b7ecd17e1f452b993544e6ec5e481 Mon Sep 17 00:00:00 2001
From: Michael Abed <michaelabed@gmail.com>
Date: Tue, 10 Apr 2012 00:11:48 -0400
Subject: id no

---
 sample.out | 31 +++++++++++++++++++++++++++++++
 1 file changed, 31 insertions(+)
 create mode 100755 sample.out

(limited to 'sample.out')

diff --git a/sample.out b/sample.out
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+++ b/sample.out
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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
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