5003 Lectures - Faculty of Engineering and Applied Science

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E5003 - Ship Structures I 100 © C.G. Daley step solve each system. Note ∆φ – an incompatible deflection. step re-solve the cut structures with self-balancing internal unit forces* step a scale these forces (moments) to cause the opposite of the incompatible deflections noted in
E5003 - Ship Structures I 101 © C.G. Daley step Add solutions (everything: loads, reactions, deflections…) from and a. Note that this will result in no incompatible deflections. Example of the FORCE Method: Manual Solution Problem: 1 - Find MA, RA, RB in terms of w, EI, L 2 – Find maximum displacement Solution: Part 1 – solve with MA released (denoted ’ ). The reason we do this is because the structure is statically determinate. The line load function is:
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5003 Lectures - Faculty of Engineering and Applied Science

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