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Principal stresses at a point in plane stressed element are $\sigma _{x}$ = $\sigma _{y}$ = 500 kgf/cm2. Normal stress on the plane inclined at 45°to x-axis will be                           

         (a) 0                                (b) 500 kgf/cm2

         (c) 707 kgf/cm2                (d) 1000 kgf/cm2

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