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 --- pratt.out | 38 ++++++++++++++++++++++++++++++++++++++ 1 file changed, 38 insertions(+) create mode 100755 pratt.out (limited to 'pratt.out') 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 -- cgit v1.2.3