5003 Lectures - Faculty of Engineering and Applied Science

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E5003 - Ship Structures I 214 © C.G. Daley ANSYS analysis results deck edges in exaggerated compression. (PNA p 250) Classification society rules have various approaches to account for effective width. We will consider deck plate buckling in the next ship structures course (6003). In that case we will consider another type of effective width of plating, but one that describes a buckled plate’s reserve capacity.
E5003 - Ship Structures I 215 © C.G. Daley Topic 21: Problems 21.1 The following figure shows 4 x-sections. Identify the location of the shear center in each case (i.e. which letter?). You should sketch the shear flow to help identify the location. 21.2 When the vertical force F is applied to this section, how will the cantilever beam deform? Explain 21.3 Where is the shear center of a 300 x 150 x 15fl x 10w mm ?
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5003 Lectures - Faculty of Engineering and Applied Science

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