Situation. A right circular cylinder having a diameter of 1.00 m and weighing 900 N is held in position by an anchor block such that 0.30 m of the cylinder is below the surface of the water with its axis vertical. The anchor block has a volume of 0.50 cubic meters and weighs 24 kN per cubic meter in air. Assume sea water to have specific gravity of 1.03. Neglecting the weight and volume of the cable. 1. Evaluate the buoyant force on the cylinder for the position described, in kN. 0 2.15 O 4.25 O 2.95 O 2.38 2. Evaluate the tensile force in wire for the given draft, in kN. O 3.25 0 3.95 01.48 01.95 3. Evaluate the rise in the tide that will lift the anchor from the bottom of the sea, in meters. 0 0.53 00.69 00.96 00.44
Situation. A right circular cylinder having a diameter of 1.00 m and weighing 900 N is held in position by an anchor block such that 0.30 m of the cylinder is below the surface of the water with its axis vertical. The anchor block has a volume of 0.50 cubic meters and weighs 24 kN per cubic meter in air. Assume sea water to have specific gravity of 1.03. Neglecting the weight and volume of the cable. 1. Evaluate the buoyant force on the cylinder for the position described, in kN. 0 2.15 O 4.25 O 2.95 O 2.38 2. Evaluate the tensile force in wire for the given draft, in kN. O 3.25 0 3.95 01.48 01.95 3. Evaluate the rise in the tide that will lift the anchor from the bottom of the sea, in meters. 0 0.53 00.69 00.96 00.44
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 8.100P: The cylindrical water tank with R = 10 ft and H = 1.6 ft has thin steel walls of uniform thickness...
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