Design Report
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A written report is required for
each K'NEX structure submitted for evaluation. The content and quality of the report will
account for 70% of the project score. The remaining 30% of the project grade will be
determined by the strength of the structure based on the ultimate strength-to-weight ratio
(SWR). There are two strength criteria for structures: 1) all structures
supporting the design loads (15% all-or-nothing); and 2) the structure with the highest
SWR is awarded full points (15%) and the remaining structures will be awarded scores
commiserate with their performance (first place will be awarded 15 points,
second place 14 points, third place 13 points, etc. . .). If a structure does not meet the construction rules, listed below, the
submitting student will receive no strength points.
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The design report should include,
but not limited to the following:
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Title page - name, date and
course information
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Introduction - design and report
requirements
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Structural Design - a complete
set of plans for the structure
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Structure Analysis - a complete
design and analysis of the structure including the force in each member for the applied
load. Assume the modulus of elasticity of the K'NEX plastic is
E = 377 ksi.
Figure 1 show the typical cross-section of a
K'NEX rod. The cross-sectional properties for this section are: I
= 8.8 x 10-5 in4 and A =
0.031 in2. Also,
include a prediction of the ultimate load of your structure. Show evidence that you
refined and optimized your structure during the design process.

Figure 1. Typical K'NEX Rod Cross-Sectional Area
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Summary - summarize the strengths
and weaknesses of your design and give a prediction for the ultimate load and SWR.
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Your report should be printed on
a laser quality printer. If possible, all structural sketches should be produced using
graphical software.
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A progress report should contain a preliminary structural design. Although the
progress report should contain all the components of the final report, the objective is to
help students refine their designs. Students are encouraged to turn in the progress report
before the deadline so they can begin the final design analysis for the final report.
Construction Rules
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Structures must be constructed
using only K'NEX pieces.
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Glue is not allowed in
construction of the structure.
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K'NEX members cannot be coated or
treated in any way.
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The structure must be designed to fit on the support shown in Figure 1.

Figure 1. Structure
loading scenario and dimensions
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Members may not brace off the any part of 14-inch bottom
support, expect for the top of the abutments.
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The structure must not be taller than 18 inches. A 4-inch by
4-inch loading block will be
placed on top of
the structure at mid-point.
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All structures will be loaded to the design load of 75 lb or to the point of
failure which occurs first. Failure is defined as the point when the structure can no longer support an increased
load or collapse.
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Each student may submit only one
structure.
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Structural performance will be
measured by a strength-to-weight ratio computed in the following manner:

where SWR
is the strength-to-weight ratio, P is the ultimate
load (lb), and Wstructure is the
weight of
the structure (lb).
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The cost of each structure will
be estimated using the following
cost sheet. A cost
factor will be computed as follows:

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An adjusted SWR computed as
follows:
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The structure with the highest SWR
ratio will win the event.
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Any modifications or repairs to
the structure must be done before registration. Once the structure is registered, no other
changes may be made.
Schedule
|
Date |
Event |
| September 15, 2009 |
Rules and
instructions |
|
September 17, 2009 |
Initial design due |
|
September 28-30, 2009 |
Prototype Testing (out of class) |
|
October 1, 2009 |
Preliminary Report |
|
October 8, 2009 |
Final report and
testing |
|