This method of analysis gave us a lot of new
information about the forces on the bridge when weight is applied, however this
would not be enough when analyzing a real bridge. The analysis gave us helpful information when
considering weight applied unfortunately like WPBD it does not consider weight
applied laterally. Also the analysis
does only considers loads applied at certain points on the bridge whereas a
real bridge would need to consider loads at every point on the bridge not just
at the joints. This analysis also does not take into consideration how the
bridge will hold up in severe whether conditions such as high winds. Also other
information would need to be known when analyzing a real bridge such as how heavy
the flow of traffic will be and how reliable of a foundation the bridge will be
built on. Knowing more about the conditions the bridge will have to hold up in
as well as knowing more about weight at other points throughout would be
helpful in further analysis of a bridge.
These
analysis calculations began last week, the main goal of the class was to figure
out how to calculate the forces on the bridge properly. Another goal our group
accomplished last week was to extend our bridge in a way that would meet the
three feet requirement without losing any stability or greatly increasing the
cost. We plan to test our extended
bridge this coming week and to further improve it where we see fit. Figuring out what parts of our bridge need to
be adjusted will be easier in the weeks to come now that we know how to do the
analysis. Granted our group had some trouble figuring out exactly how to do the
calculations at first we were eventually able to figure it out which will make
these calculations easier in the future.
These calculations will help us in making our bridge more efficient,
getting us closer to the final goal of low cost to high carrying capacity.
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