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The beam in Figure 1 is supported by three cylindrical floaters. The beam is loaded by a load G, acting in the middle of the beam. Calculate the vertical deflection of the point B and the support reactions on the points A, B, C due to the floaters. The weight of the floaters is negligible. Given data: E: elasticity modulus of the beam's material I: moment of inertia of the beam L: length (see fig. 1) G: load D: diameter of the cylindrical floaters p: density of water g: gravitational acceleration Formula for the buoyancy of the floater: N = pg- L L G

The beam in Figure 1 is supported by three cylindrical floaters. The beam is loaded by a load G, acting in the middle of the beam. Calculate the vertical deflection of the point B and the support reactions on the points A, B, C due to the floaters. The weight of the floaters is negligible. Given data: E: elasticity modulus of the beam's material I: moment of inertia of the beam L: length (see fig. 1) G: load D: diameter of the cylindrical floaters p: density of water g: gravitational acceleration Formula for the buoyancy of the floater: N = pg- L L G

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The beam in Figure 1 is supported by three cylindrical floaters. The beam is loaded by a load G, acting in the middle of the beam. Calculate the vertical deflection of the point B and the support reactions on the points A, B, C due to the floaters. The weight of the floaters is negligible. Given data: E: elasticity modulus of the beam's material I: moment of inertia of the beam L: length (see fig. 1) G: load D: diameter of the cylindrical floaters p: density of water g: gravitational acceleration Formula for the buoyancy of the floater: N = pg- L L G A B.
Transcribed Image Text:The beam in Figure 1 is supported by three cylindrical floaters. The beam is loaded by a load G, acting in the middle of the beam. Calculate the vertical deflection of the point B and the support reactions on the points A, B, C due to the floaters. The weight of the floaters is negligible. Given data: E: elasticity modulus of the beam's material I: moment of inertia of the beam L: length (see fig. 1) G: load D: diameter of the cylindrical floaters p: density of water g: gravitational acceleration Formula for the buoyancy of the floater: N = pg- L L G A B.
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