Derive an expression for the deflection between two forces

AI Thread Summary
The discussion focuses on deriving an expression for the deflection between two forces acting on two rods of different cross-sectional areas. The participants utilize Hooke's Law to calculate the reactions in each rod and the resulting deflections, denoting them as δ1 and δ2. An attempt to relate these deflections leads to an incorrect expression for the deflection between the forces, δP. The correct expression is identified as δP = (Pl/AE)(1 - (2x/a) + (3x^2/2a^2)). The problem is sourced from the book "Strength of Materials" by Den Hartog, highlighting the importance of accurate deformation calculations in structural analysis.
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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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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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