Problem (4.18): A vessel has a length of 60 m, width 12 m and a displacement of 19620 kN. When a weight ot294.3 KN is rolled off transversely across the deck through a distance of 6.5 m, the vessel thts through5°. The second moment of area of the water line section about its fore-and-oft axis is 75 per cent of that of the circumscribing rectangie. The center of buoyancy is 2.75 m below the water line. Find: (i) The metacentric height (ii) The position of center of gravity of the vessel. Take specific weight of sea water 10.104 kN/m

Problem (4.18): A vessel has a length of 60 m, width 12 m and a displacement of 19620 kN. When a weight ot294.3 KN is rolled off transversely across the deck through a distance of 6.5 m, the vessel thts through5°. The second moment of area of the water line section about its fore-and-oft axis is 75 per cent of that of the circumscribing rectangie. The center of buoyancy is 2.75 m below the water line. Find: (i) The metacentric height (ii) The position of center of gravity of the vessel. Take specific weight of sea water 10.104 kN/m

Name: Problem (4.18): A vessel has a length of 60 m, width 12 m and a displ
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Description: Problem (4.18): A vessel has a length of 60 m, width 12 m and a displacement of 19620 kN. When aeight of294.3 KN is rolled off transversely across the deck through a distance of 6.5 m, the vesselmts through S°. The second moment of area of the water

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.117P: The concrete dam shown in cross section holds back fresh water (=1000kg/m3). Determine the resultant...

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