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2. Bi-Axial Stress. Consider a plane stress case:. . . x. . y. . sx. . sx. . sy. . sy. . . . . tyx. txy. txy. tyx. Normal Stresses: ________ in Tension, ________ in CompressionShear Stresses: _________ CW, ___________ CCW (tyx) equal magnitudes (txy). Positive. Nega
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1. 1 Chapter 3, Stress Analysis Sections 3.4-3.9
Mohr Circle Diagram
Principal stresses and direction
Maximum shear stress and direction
Mohr Circle Example
Triaxial stresses
2. 2 Bi-Axial Stress Consider a plane stress case: