# Equilibrium problem

#### broegger

Can someone help me with this problem:

A 1.05 m-long rod of negligible weight is supported at its ends by wires A and B of equal length. The cross-sectional area of A is 2.00 mm^2 and that of B is 4.00 mm^2. Young's modulus for wire A is 1.80*10^11 Pa; that for B is 1.20*10^11 Pa. At what point along the rod should a weight w be suspended to produce a) equal stresses in A and B? b) equal strains in A and B?

stress is [pulling force]/[cross-sectional area] and strain is the relative strain of the wires: dL/L. Young's modulus is the ration [stress]/[strain], which is constant.

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#### jamesrc

Gold Member
First find the forces. (Assume the change in geometry due to the strain in the cables is negligible.) For any equations below, assume x = 0 at cable A and x = L at cable B (L = 1.05 m, the length of the rod).

from the sum of forces (in y) = 0:

F_A + F_B = W

where F_A is the tension in cable A, F_B is the tension in cable B, and W is the weight of the object you hang on the rod.

from the sum of moments (about point A in this case, but you can pick another point if you feel like it):

Wx = F_B*L

where x is the position of the hanging weight (distance away from A)

Use those 2 equations to calculate F_A and F_B in terms of W, x, and L.

Now calculate the stress and strain in each cable:

(I assume we're using engineering stress and strain as opposed to true stress and strain. Also, A_A and A_B are the x-sectional areas of cable A and B, respectively.)

&sigma;_A = F_A/A_A
&sigma;_B = F_B/A_B
(and from Hooke's Law)
&epsilon;_A = &sigma;_A/E_A
&epsilon;_B = &sigma;_B/E_B

(E_A and E_B are the Young's moduli for the two materials, A & B.)

Now you just have to set the quantities the problem asks for equal to each other:

for equal stress:

&sigma;_A = &sigma;_B

for equal strain:

&epsilon;_A = &epsilon;_B

In each case, substitute in the previous equations so that you can solve for x.

P.S. If anyone reading this knows how to input subscripts and superscripts, please let me know. Thanks.

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