5003 Lectures - Faculty of Engineering and Applied Science

E5003 - Ship Structures I 134
© C.G. Daley
deflection, stress) can be found using normal beam
theory.
Example 2: Here is a simple case that solves fully
in 1 iteration. This will happen when there is only
one joint that needs to rotate to bring the problem
into equilibrium.
Also note that this example shows a case of
different EI values.