45 degree strain-stress rosette

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Dell
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can anyone see where i have gone wrong? i am talking about question 4.17 below

http://lh5.ggpht.com/_H4Iz7SmBrbk/SwEB0MVvMyI/AAAAAAAAB_Q/Uy80NKhkTOI/Capture.JPG

what i did was define [tex]\epsilon[/tex]1 [tex]\epsilon[/tex]2 and [tex]\epsilon[/tex]3
[tex]\epsilon[/tex]x=[tex]\epsilon[/tex]1
[tex]\epsilon[/tex]y=[tex]\epsilon[/tex]3
2[tex]\epsilon[/tex]xy=2[tex]\epsilon[/tex]2-[tex]\epsilon[/tex]1-[tex]\epsilon[/tex]3

[tex]\sigma[/tex]x=[tex]\frac{E}{(1+\nu)(1-2\nu)}[/tex]*[(1-[tex]\nu[/tex])[tex]\epsilon[/tex]1+[tex]\nu[/tex][tex]\epsilon[/tex]3]

[tex]\sigma[/tex]y=[tex]\frac{E}{(1+\nu)(1-2\nu)}[/tex]*[(1-[tex]\nu[/tex])[tex]\epsilon[/tex]3+[tex]\nu[/tex][tex]\epsilon[/tex]1]

[tex]\sigma[/tex]xy=G*2*[tex]\epsilon[/tex]xy=[tex]\frac{E}{2(1+\nu)}[/tex](2[tex]\epsilon[/tex]2-[tex]\epsilon[/tex]1-[tex]\epsilon[/tex]3)

---[tex]\frac{E}{2(1+\nu)}[/tex]=A---


now to find the principal stresses

[tex]\sigma[/tex]=[tex]\frac{\sigmax + \sigmay}{2}[/tex] +- [tex]\sqrt{\frac{\sigmax - \sigmay}{2}}^2+[tex]\sigma[/tex]xy^2[/tex]

after plugging all the sigma's in i get

=A*([tex]\epsilon[/tex]1+[tex]\epsilon[/tex]3)/(1-2[tex]\nu[/tex]) +- [tex]\sqrt{A^2*(\epsilon1-\epsilon3)^2+(A*((2[tex]\epsilon[/tex]2-[tex]\epsilon[/tex]1-[tex]\epsilon[/tex]3))^2}[/tex]

which is all perfect except for that in the answer the denominator for the first part is : 2(1-[tex]\nu)[/tex] and i get 2(1+[tex]\nu[/tex] )(1-2[tex]\nu[/tex]) every time, is my algebra off somewhere, am i using the wrong method or could they have a mistake in the answer??
 
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sorry about the LATEX work, i see it now, looks terrible, i will try to fix it