| Arch 324/524, Introduction to Structural Design, University
of Virginia Copyright © 1996-2000 Kirk Martini. Last Modified Tue Mar 7, 12:00 PM |
Table
of Contents |
100 100 99 98 97 97 97 89 97 89 97 89 97 89 96 88 79 95 88 79 95 88 78 95 88 78 94 87 78 94 87 77 93 86 77 93 85 77 69 93 85 76 68 93 85 75 68 92 84 75 68 49 92 83 74 66 48 91 82 73 65 57 48 91 81 73 64 57 42 91 80 72 64 57 41 91 80 72 63 55 41 90 80 70 63 50 40 28 17
Mean: 77.8, Median 81
A correct answer.
On part c), many people arrived at the correct answer using incorrect reasoning. The key point is that moving the support recudes the vertical reactions, which in turn reduces the moment. The incorrect soolution below bases it correct conclusion on the incorrect assumption that the vertical reaction remains 15 K.

Many people missed part d) which requires recognizing that the material has passed the yield point. A few people recognized that the material was inelastic, but concluded that the problem was unsolvable. The following is a clear and correct solution.

The potential stumbling block on this problem is that the point where the cable meets the structure is not dimensioned. The key to solution is to realize that the point lies somewhere along the line of the cable; the particular location on that line doesn't affect the reactions.
The following is a simple ans straightforward solution.

The following is a solution that converts the structure similar to one done in lab.

A similiar solution assumes the point of connection, and then goes on to solve.
Yet another approach to this problem...

a) Many people missed the upper portion of the tributary area, a width of 20 feet rather than 30 feet.
b) The following answer addresses the issue of connections, which is a good answer. Several people also discussed the issue of putting too much steel reinforcement in a reinforced concrete beam, which got full credit if it was explained well.
And another (less successful) approach...

c)

| Arch 324/524, Introduction to Structural Design, University
of Virginia Copyright © 1996-2000 Kirk Martini. Last Modified Tue Mar 7, 12:00 PM |
Table
of Contents |