A cylindrical gate 10m long and 6m diameter is as shown. Assume that the cylinder does not rotate, and a watertight condition exists at A. Compute the weight of the cylinder for impending motion upward. Coefficient of friction is 0.20. Assume cylinder do not rotate but can slide upward at B. 3m B

Structural Analysis
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Chapter2: Loads On Structures
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A cylindrical gate 10m long and 6m diameter is as shown. Assume that the cylinder
does not rotate, and a watertight condition exists at A. Compute the weight of the
cylinder for impending motion upward. Coefficient of friction is 0.20. Assume cylinder
do not rotate but can slide upward at B.
3m
B
Transcribed Image Text:A cylindrical gate 10m long and 6m diameter is as shown. Assume that the cylinder does not rotate, and a watertight condition exists at A. Compute the weight of the cylinder for impending motion upward. Coefficient of friction is 0.20. Assume cylinder do not rotate but can slide upward at B. 3m B
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