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LLL ...up to that See also:section. Similarly, on plotting the areas of the shearing force See also:curve as ordinates, a " bending moment " curve Strength. moment curves are zero. when afloat, and the See also:weight and supporting forces and height -nth of the in See also:dock or ashore; (2) the dynamic forces arising from the length, with the See also:crest 3 W The straining actions of the forces, due to the See also:distribution of ming for the whole 'See also:ship. in See also:motion, constitute the only See also:part of the problem ctions arising in the structure is so complex, that simplifying The results of theoretical calculations as to the See also:general structural See also:drawn by successive in- of See also:ships are therefore of value for See also:comparative purposes tegration of the curve of d to some extent for the approximate estimation of stresses loads. Typical curves liable to occur in the structure. The comparison of the wei ht on The greatest straining actions, to which vessels of See also:ordinary forms mum bending moment (fig• 54) represent the weight, and See also:BBB: . .the buoyancy the lengths A¢, bc, de. fC the weight is in excess of the See also:buoy are then generally reduced in amount. End of Article: LLLAdditional information and CommentsThere are no comments yet for this article.
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