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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