| Arch 324/624, Introduction to Structural Design, University
of Virginia Copyright © 1996-2008 Kirk Martini. Last Modified Tue, 15-Apr-2008 13:34 |
Table
of Contents |
100 100 94 100 94 100 94 100 94 100 93 100 93 99 93 99 93 99 93 99 92 99 92 98 92 98 91 97 91 97 91 89 97 91 89 97 91 89 97 91 89 79 96 90 87 84 79 96 90 87 84 76 95 90 86 83 75 73 95 90 86 81 75 72 57 38 95 90 85 80 75 70 56 46 34 15
Mean: 86.6, Median 91
100 89 99 94 89 99 94 89 84 74 98 94 89 83 74 97 94 88 83 74 67 97 93 88 83 73 67 97 91 88 82 72 67 96 90 88 82 72 66 95 90 87 81 72 65 50 46 43 28 95 90 86 80 77 71 65 64 50 46 43 28 95 90 85 80 76 71 65 60 55 50 45 42 26 19Mean: 75.6, Median 82






This problem could be solved either by considering the buckling stress, or the buckling force. Both approaches are posted here.
Stress-based solution:

Force-based solution:


| Arch 324/624, Introduction to Structural Design, University
of Virginia Copyright © 1996-2008 Kirk Martini. Last Modified Tue, 15-Apr-2008 13:34 |
Table
of Contents |