constructing wk 2
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ß Before we began constructing the tower our group looked at a number of different options to determine which would give the best structural support and distribute the loads that would need to be supported as the tower extended in height. Originally we went with option 2, which had two diagonal cross braces for support however this proved to add to much weight and the tower wasn't going to be able to support this extra load. ß This picture to the right shows our original choice using the two diagonal braces for added support. The choice of using two diagonals for bracing of the structure would also not enable us to construct a tall enough tower; therefore we reconsidered the design, choosing to only have one diagonal for support of the rectangular frames. The picture to the right shows the type of Joins used to hold most of the braces/ Strips together. We found that they held Better when stuck this way compared to if at right angles.
Constructing Environments Week 2
The triangular base was able to support the loads of the increasing tower. à After constructing the first level, adopted a tee-‐pee design to add height to the tower. The tee-‐pee was constructed of 3 balsa pieces stuck together, adding height to the design. This was made possibly due to the triangular prism base being able to support the loads of the structure.
^(Referring to above) As the tower increased with height it could be seen that the base of the structure was beginning to become unstable with the growing load. Therefore it was necessary to add some horizontal braces to the wider part of the tee-‐pee before the intersection point as well as some extra support extending from the side of the prism base to the ground level. This would have been likely to help distribute the load around the tower to create a more stale structure.
^ It was interesting to see how the group who ended up with shorter pieces of balsa wood constructed their tower. While they were unable to build the tallest tower, they managed to come up with an efficient design that was probably the most structurally stable out of the whole class. Their design encompassed using 2 triangles for the base and a lot of horizontal braces for support and redistribution of the loads.
^ All of the groups chose to use a triangular base to support their towers. It would have been interesting to see what would have happened if someone tried using a different type of base such as a rectangle/square and if this would have been able to support the loads added upon it. Most groups started to taper the design of their towers as they got higher so that the base was the widest and most supportive part of the structure.
^ Our final tower managed to stand up while bearing the loads of the structure however, it was evident that as the tower grew taller the stability of the structure lessened. In the above photo you can see (sort of) that the tower has started to lean slightly due to the increased weight of the loads. I think our design could have been a bit more stable if we had have made a wider base and used more support braces to strengthen the overall model.