5003 Lectures - Faculty of Engineering and Applied Science

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E5003 - Ship Structures I 76 © C.G. Daley At this point we can either carry forward the unknown initial slope or solve for it. We know the slope at L is zero, so we can write;
E5003 - Ship Structures I 77 © C.G. Daley Example 2: Pinned-pinned beam In this case the initial value of shear is the reaction at the left end. We can solve for this from static equilibrium at the start. So the shear is;
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5003 Lectures - Faculty of Engineering and Applied Science

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