Page 190 - Practical Design Ships and Floating Structures

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I I
I I
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0
0
0
0
0
c
c
I I
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<’ <’ a’ a’
-14-
-14-
i i
I
V V
Figure 5: Topside support geometry
Hopper sloping Eccentricity
plate (Misalignment)

Inner bottom plate

Girder
Figure 6: Eccentricity of hopper plate connection
0

I Test =227MPa

Figure 7: Comparison of calculated hot spot stress with measured stress