Derive an expression for the deflection between two forces

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SUMMARY

The discussion focuses on deriving an expression for the deflection between two forces acting on two rods of different cross-sectional areas, specifically A and 2A, as described in the problem from "Strength of Materials" by Den Hartog. The participants utilized Hooke's Law to calculate the reactions in each rod and proposed a relation to find the elongation between the forces. The incorrect initial expression for deflection was identified, and the correct expression was confirmed as δ_P = (Pl/AE)(1 - 2x/a + 3x²/2a²). The discussion emphasizes the importance of accurately applying principles of mechanics to derive correct formulas.

PREREQUISITES
  • Understanding of Hooke's Law and its application in elastic deformation
  • Knowledge of static equilibrium principles in mechanics
  • Familiarity with basic concepts of material strength and cross-sectional area effects
  • Ability to perform algebraic manipulations to derive equations
NEXT STEPS
  • Study advanced applications of Hooke's Law in multi-material systems
  • Learn about the principles of static equilibrium in more complex structures
  • Explore the effects of varying cross-sectional areas on deflection in beams
  • Investigate numerical methods for solving deflection problems in engineering
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Students in mechanical engineering, civil engineering, and anyone studying material mechanics who seeks to understand the principles of deflection in structural elements under load.

cementite
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Homework Statement


Two rods of the same material, of equal length l, and of cross section A and 2A respectively, are mounted between two rigid (i.e., nondeformable) cross frames. The frames are pulled by a pair of forces P, located at distance x from the thin bar. Derive an expression for the deflection between the two forces P, that is, for the elastic increase in distance between them.
http://imgur.com/a/SVZgS

Homework Equations


Hooke's Law[/B]
$$ s = E \frac{\delta}{l} $$

The Attempt at a Solution


Well first of all I obtained the reactions in each rod:
$$\sum M = 0$$
$$-Px +R_2 a = 0$$
$$R_2 = \frac{Px}{a}$$
$$\sum F_y=0$$
$$-R_1 + P - R_2 =0$$
$$R_1 = P (1-\frac{x}{a})$$
According to Hooke's Law, δ will be for each force:
$$\frac{R_2}{2A}= \delta_2 \frac{E}{l}$$
$$\delta_2 = \frac{P l}{A E} \frac{x}{2a}$$
And similar ##\delta_1## will be
$$\delta_1 = \frac{Pl}{AE} (1- \frac{x}{a})$$
Then to obtain the elongation between the two forces, I propose the following relation (where I believe it's the error)
http://imgur.com/a/GTWT2
So according to my diagram:
$$\frac{\delta_1 + \delta_2}{a} = \frac{\delta_P + \delta_2}{a-x} $$
doing the algebra I end up with a wrong answer:
$$\delta_P = \frac{Pl}{AE} (1-\frac{2x}{a}+\frac{x^2}{2a^2})$$

The correct solution is something similar:
$$\delta_P = \frac{Pl}{AE} (1-\frac{2x}{a}+\frac{3x^2}{2a^2})$$
:oldgrumpy:
Thanks!
 
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I get $$\delta_p=\delta_1+(\delta_2-\delta_1)\frac{x}{a}$$
 
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Likes   Reactions: cementite
Hi Chestermiller thanks for your reply! It seems that I was confused about how it would be the deformation for this case...
By the way this is problem 3 from the book Strength of materials by Den Hartog.
Thanks again!
 

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