| Arch 324/624, Introduction to Structural Design, University
of Virginia Copyright © 1996-2009 Kirk Martini. Last Modified Fri, 06-Mar-2009 17:04 |
Table
of Contents |
| 100 | 89 | |||||||||||
| 99 | 89 | |||||||||||
| 98 | 88 | 84 | ||||||||||
| 98 | 88 | 83 | ||||||||||
| 98 | 87 | 83 | 74 | |||||||||
| 97 | 87 | 83 | 79 | 73 | ||||||||
| 97 | 87 | 82 | 78 | 72 | ||||||||
| 97 | 92 | 87 | 82 | 78 | 72 | |||||||
| 96 | 91 | 86 | 82 | 77 | 71 | |||||||
| 96 | 90 | 85 | 81 | 76 | 71 | 62 | 59 | 49 | ||||
| 95 | 90 | 85 | 81 | 75 | 71 | 68 | 62 | 57 | 52 | 49 | ||
| 95 | 90 | 85 | 80 | 75 | 70 | 66 | 61 | 56 | 51 | 46 | 41 | 38 |
Mean 78.4; Median 82




This answer solves the problem with a direct application of statics, starting with a clear free body diagram.

The following solution uses the statics-derived formula for center of gravity, producing the same answer:

The following an extremely compact (and completely correct) solution based in statics:

a)

b)
| Arch 324/624, Introduction to Structural Design, University
of Virginia Copyright © 1996-2009 Kirk Martini. Last Modified Fri, 06-Mar-2009 17:04 |
Table
of Contents |