During Week 6 lab each group tested their bridge design
using buckets of sand. Our bridge was least expensive, but only held 18 pounds.
This does not lead to an idea cost to load ratio. We will modify the design
before and during Week 7 to have the ratio be more ideal, then we will once
again perform stress-tests on the design. Some extra data would be extremely
helpful in this rebuilding process. In WPBD, it was easy to stress-test the
bridge over and over. After breaking the bridge would reset without any effort.
However, Knex pieces tended to snap and break, or pieces would fly far away and
be difficult to recover or reassemble. In short, it is not a good idea to
continue testing one bridge endlessly. Having numbers associated with the design
would really help the testing process, as physical tests wouldn’t be so
essential. The following knowledge would be helpful in the design process.
Knowing the weight that one triangle holds, depending on
connection angles, gusset type, and length of members. Finding the amount of
pressure that can be put on one gusset plate before it breaks. At the present
time, I cannot think of a method for finding these numbers. Perhaps doing
independent weight-bearing trials for many different types of triangles and
compiling the data for the class to use. If these two pieces of knowledge are
known, a design with an efficient cost/load ratio can be made without as much
time consuming trails and rebuilding.
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