We found that the bottom deck truss was what was causing many of the problems we were having with the online Bridge Designer. Because of this, we decided to modify our actual bridge design to make an online design that would work. We kept getting an error telling us that the members plus three needed to equal to twice the nodes, causing the design to be "statically indeterminate". Our new online design is:
Image 1
As you can see we had to remove the deck truss, but I think if we had the deck truss in this design, it would decrease the tension in the middle nodes and move it to the outside nodes.
Wednesday, May 23, 2012
A3 - Chelsea Moss
Method of Joints

The diagram in Bridge Designer must be scaled properly to that of its tangible prototype. When conducting the Method of Joints calculations by hand, its particular measurements are considered. Therefore, the same must be done in order to achieve corresponding accuracy. The results shown in Bridge Designer verify this common oversight because they were a multiple of our original values. Consequently, the results must also be scaled to correlate with its dimensional proportions.
Week 8: Truss Analysis
This past week in lab we discussed the process of bridge
analysis. Through the guidance of online resources, we learned how to calculate
the individual forces exerted on the joint members when experiencing a load.
This method was called the “Method of Joints.” To do so, we drew a free body
diagram to figure determinacy of the problem. From there, we used a series
of calculations to obtain the reaction and internal forces stressed upon each
joint member. Once the calculations were obtained, we compared are hand-done
work to that of online program by creating a diagram of our design and entering
our scaled dimensions and load applied to determine the same results. The
online program provided us with results that were multiples of the values we
had calculated.
The Method of Joints proved to be an accurate telling of
which beams were under tension or compression; however, further structural
analyses should be conducted and conditions considered to achieve absolute
stability. In this upcoming week, I plan
to complete further analyses when designing the final bridge.
A3- Mercado
4) The bridge in bridge designer must be scaled properly in order for the forces to be correct. For example if the bridge is 2 feet then maybe each square should be 2 inches. Scaling keeps everything in the same proportions which allows for the forces to interact in a similar way except on a smaller scale.
6) This information about the forces experienced by the beams could be useful in bridge construction. This shows what beams are experiencing the least amount of forces and the most amount of force. Once it is determined what beams are under the most force then additions and changes can be made to disperse the forces.
* I tried my best with number 5 it didn't function as it should have
Tuesday, May 22, 2012
A3- McSorley
1.)
Image 1
2.)
Image 2
3.)
Image 3
4.) When we were doing the Method of joints hand analysis,
we realized that the numbers we were finding were not identical to the numbers
given to us by the online Bridge Designer. This worried us, but then we also
realized that there were no units given to us by the online bridge designer and
this cause us to think that in order to get those numbers it would just come
down to scaling the numbers we calculated. The numbers, we found, were the same
in the end but just differed by a common multiple and only needed to be scaled
to be identical.
5.)
Image 4
6.) Through this analysis I learned that when the angle is
decreased, the force also decreases. This would cause me to want to build a
bridge with smaller angles to decrees the force on each joint. By doing this I
would improve my bridge design, and ultimately cause it to hold more weight.
Sunday, May 20, 2012
Week 8: Bridge Analysis
This past week in lab we learned about bridge analysis. Using
online tools professor Mitchell provided on the blog and the help of our TA’s
we learned how to calculate the forces the beams experienced when they
experienced a load. This also showed us which beams are under compression and
tension. After doing the calculations by
hand we drew a diagram if the sample bridge in an online program which
calculated the forces manually.
While
knowing how much force the different parts of the bridge is under is useful, I
think further analysis would be conducted for a real bridge. There simply is
not enough data about the gussets and all the members. These calculations did
not include the top and bottom members, while they may not have a big of effect
on the bridge ass the side members it is still important to understand what
they are doing. When making a real bridge any designer would test and calculate
everything possible before allowing something so massive and important to be created.
These calculations simply, leave too many variables out like consistent weight
and the weather, both of which would have a significant effect on the bridge. In
order for a bridge to be safe it is important to calculate how much weight it
will take for the bridge to break. It is also important to know where the
weakest point is in the bridge. Additionally, the designer would also have to
calculate how consistent weight would affect the bridge over a long span of
time. These calculations are vital to the bridges safety and feasibility and cannot
be omitted.
Saturday, May 19, 2012
Week 8: Analysis Process
During this past week in
engineering lab, my group and I worked a lot with numbers and calculating
stress and compression of each joint and chord using trigonometry and a method
called “method of joints”. For this, we first did our calculations by hand using
a lot of physics and math to find the tension forces at each gusset plate. We
then entered the dimensions and weight applied given to us into an online
system created to calculate all of our hard work in the click of a button.
Although the numbers we got from the online system didn’t match our numbers
identically, we soon found out that they were simply multiples of the numbers
we calculated. This coming week my group will create a new bridge that can span
3 feet, with the ideas that we have learned from our previous bridge.
I think
that this method of joints would be sufficient for calculating for a real
bridge. In the real world the bridges we build have to be tested somehow, and a
lot of the times, hand calculations would need to be done for them. I would
like to further analyze maybe the different ways that this tension and stress
can be relived, and how the design of the bridge can affect the forces acting
on the bridge.
Kelsey McSorley
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