From 9eb93adc7a617e874500bff4fef7ae0dc16526e5 Mon Sep 17 00:00:00 2001 From: Michael Abed Date: Mon, 9 Apr 2012 23:47:09 -0400 Subject: save output files --- pratt2.out | 38 ++++++++++++++++++++++++++++++++++++++ 1 file changed, 38 insertions(+) create mode 100755 pratt2.out (limited to 'pratt2.out') 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 -- cgit v1.2.3