The major principal stress at a certain point is 4800 lb/ft^2 and acts vertically. The minor principal stress is 3100 lb/ft^2. Dra wt he Mohr circle fo for this point , locate teh pole, then compute teh normal and shear stresses acting on a plane inclined 36 degreees counterclockwise fromt eh horizontal

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gon freecss

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it will water down the soup lol

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