B. . please show the solution and give the correct answer B. A rectangular scow having a length of 15 m, width of 8 m, and 6 m deep has adisplacement of 164 metric tons. If the scow tilts at an angle 16 degrees withoutoverturning:4. Determine the location of the center of gravity which lies on the vertical ofsymmetry.A. 4.28 mВ. 3.98 mC. 4. 74 mD. 5.22 m

Answered: Image /qna-images/answer/9c03f8fc-bd2d-4828-8a0d-8d882d6a010d.jpg

Answered: B. A rectangular scow having a length…

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter13: Slope Stability

Section: Chapter Questions

Problem 13.25P

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An embankment for road traffic is required to be constructed with the followingdimensions :Top width = 8 m, height = 4 m, side slopes= I V : 1.5 HorThe unit weight of soil under the worst condition is 21 kN/m3. The surcharge load on theroad surface may be taken as 50 kN/m2. Compute the vertical pressure at a depth of 6 mbelow the ground surface at the following locations:(i) On the central longitudinal plane of the embankment,(ii) Below the toes of the embankm
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Problem: A rectangular scow 9m wide, 15m long, and 3.6m high has a draft in seawater 2.4m. G is located 2.7m above the bottom of the scow. Determine the following: a) The initial metacentric height b) The righting or overturning moment when the scow tilts until one side is just at the point of submergence.
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) Evaluate the stability of the 3 m wide x 4 m deep (into the page) x 2 m tall block with a SG of 0.5 shown below in seawater (SG = 1.03) by determining the displaced depth and the metacenter height.
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A rectangular dam that is 4 meter wide and 10 meter high retains 8 meter high seawater with specific gravity equal to 1.05 . Determine the factor of safety for sliding and overturning per linear meter if the coefficient of friction between the dam and the sea floor is 0.8 and unit weight of concrete is 23.5kN/m^3.
An embankment for road traffic is required to be constructed with the following dimensions :Top width = 8 m, height = 4 m, side slopes= IV : 1.5 HorThe unit weight of soil under the worst condition is 21 kN/m3. The surcharge load on the road surface may be taken as 50 kN/m2 Compute the vertical pressure at a depth of 6 mbelow the ground surface at the following locations:(i) On the central longitudinal plane of the embankment,(ii) Below the toes of the embankment. If the top width of the road given in above Problem is reduced to zero, what would be the change in the vertical pressure at the same points?
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