5003 Lectures - Faculty of Engineering and Applied Science

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E5003 - Ship Structures I 180 © C.G. Daley Example 2: Shear Flow in a simple box-girder. Consider the simple box girder with the dimensions as show below. This is like a simple barge without the frames. The overall vertical shear Q is 20 MN. To find the pattern of shear flow and then the shear stresses we first calculate the location of the neutral axis, and I. g and h are the distances from the deck and bottom to the neutral axis; ℎ = ∑
E5003 - Ship Structures I 181 © C.G. Daley Next we find m on the side shell, The initial value for the side is the same as the final value for the bottom. The shear flow continues around the corner. We integrate along s2 (note: y = h - s2 ) ;
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5003 Lectures - Faculty of Engineering and Applied Science

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