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A point in a structural member is subjected to plane strain. Determine the center εcenter of the corresponding in-plane Mohr’s circle.εx = –410 μεεy = –460 μεγxy = –230 μrad

A point in a structural member is subjected to plane strain. Determine the diameter D of the corresponding in-plane Mohr’s circle.εx = –250 μεεy = –810 μεγxy = –360 μrad

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine the average normal stress associated with the maximum shear stress in the x-y plane.|σx| = 66.2 MPa|σy| = 83.4 MPa|τxy| = 65.4 MPa

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine σn for an angle magnitude of |θ| = 15° in the direction shown.|σx| = 65 MPa|σy| = 90 MPa|τxy| = 40 MPa

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine σt for an angle magnitude of |θ| = 14° in the direction shown.|σx| = 95 MPa|σy| = 35 MPa|τxy| = 30 MPa

A point in a structural member [E = 107 GPa, G = 40 GPa] is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine εy.|σx| = 20 MPa|σy| = 65 MPa|τxy| = 75 MPa

A point in a structural member is subjected to plane strain. Determine the orientation of the planes associated with the maximum in-plane shear strain, θs.εx = –50 μεεy = –580 μεγxy = –320 μrad

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine the absolute maximum shear stress.|σx| = 60 MPa|σy| = 55 MPa|τxy| = 20 MPa

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine the absolute maximum shear stress.|σx| = 100 MPa|σy| = 70 MPa|τxy| = 25 MPa

A point in a structural member is subjected to plane strain. Determine the larger principal strain in the x-y plane.εx = –870 μεεy = –830 μεγxy = –50 μrad