For the two-dimensional stress field in Fig. P2.1, let σ =3000 psf σyy=2000 psf σ xy =
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σ =3000 psf σyy=2000 psf
σ xy = 500 psf
Find the shear and normal stresses on plane AA cutting through at 30°.
Transcribed Image Text:
бyу Сху о ху хX б Xх 30° ху бду У
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