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5003 Lectures - Faculty of Engineering and Applied Science

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E<strong>5003</strong> - Ship Structures I 187<br />

© C.G. Daley<br />

4) Apply N internal forces (actually torsions) to<br />

reverse the incompatible deflections<br />

5) Add #2 <strong>and</strong> #4(s) to get the solution<br />

The above steps are sketched below;<br />

The cuts <strong>and</strong> the slip at the cuts are in the<br />

longitudinal direction;<br />

The shear flow occurs on the cross section, which<br />

is a transverse vertical plane. The shear stresses<br />

on this plane will also occur on a longitudinal<br />

plane at right angles to the transverse plane. The<br />

longitudinal plane may be horizontal or vertical or<br />

inclined. The stressed plate will respond to the<br />

shear by distorting into a 'diamond' with relative<br />

movement in the longitudinal direction, which<br />

creates a differential slip over a small part <strong>of</strong> the<br />

cross section.

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