27
28
Slope
29
30
31
32
Deflection
33
34
35
Zero deflection at M
36
equals
37
equals
38
39
Finish U
40
41
42
Shear and tensile/compressive stresses, in MPa, don't look like an issue in our case
43
44
45
Deflection
46
47
48
49
Optimize for minimum deflection
50
10
1000
51
equals
negative 2.1 6 1 7 5 2 5
negative 2.1 5 9 5 8 7 5
negative 2.1 5 7 4 2 2 5
negative 2.1 5 5 2 5 7 5
negative 2.1 5 3 0 9 2 5
negative 2.1 5 0 9 2 7 5
negative 2.1 4 8 7 6 2 5
negative 2.1 4 6 5 9 7 5
negative 2.1 4 4 4 3 2 5
negative 2.1 4 2 2 6 7 5
negative 2.1 4 0 1 0 2 5
negative 2.1 3 7 9 3 7 5
negative 2.1 3 5 7 7 2 5
negative 2.1 3 3 6 0 7 5
52
53
equals
54
55
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