0.0107 0.0043 0.0021Let D= 0.0043 0.0085 0.0043 be a flexibility matrix, with flexibility measured in inches per pound. Suppose that forces of 40, 20, and 50 lb are applied to a beam at points 1, 2, and 3, respectively. Find the corresponding0.0021 0.0043 0.0107deflections y1. y2, and y3-#1y1 = inch(es)(Round to the nearest thousandth as needed.)

Write the flexibility matrix from the question. Substitute the values from the question directly.

0.0107 0.0043 0.0021 Let D= 0.0043 0.0085 0.0043 be a flexibility matrix, with flexibility measured in inches per pound. Suppose that forces of 40, 20, and 50 Ib are applied to a beam at points 1, 2, and 3, respectively. Find the corresponding 0.0021 0.0043 0.0107 deflections y1. y2, and y3 =1 =2 Y1 =D inch(es) (Round to the nearest thousandth as needed.)

0.0107 0.0043 0.0021 Let D= 0.0043 0.0085 0.0043 be a flexibility matrix, with flexibility measured in inches per pound. Suppose that forces of 40, 20, and 50 Ib are applied to a beam at points 1, 2, and 3, respectively. Find the corresponding 0.0021 0.0043 0.0107 deflections y1. y2, and y3 =1 =2 Y1 =D inch(es) (Round to the nearest thousandth as needed.)

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

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter1: Introduction To Statics

Section: Chapter Questions

Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...

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