A point in a structural member [E = 115 GPa, G = 45 GPa] is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine εx.|σx| = 70 MPa|σy| = 85 MPa|τxy| = 30 MPa

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine the smaller principal stress in the x-y plane.|σx| = 55 MPa|σy| = 70 MPa|τxy| = 30 MPa

A point in a structural member is subjected to plane strain. Determine the center εcenter of the corresponding in-plane Mohr’s circle.εx = –810 μεεy = –580 μεγxy = –710 μrad

A point in a structural member is subjected to plane strain. Determine the absolute maximum shear strain.εx = –650 μεεy = –610 μεγxy = –290 μrad

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine the center σcenter of the corresponding in-plane Mohr’s circle.|σx| = 97.2 MPa|σy| = 81.2 MPa|τxy| = 57.1 MPa

A point in a structural member [E = 77 GPa, G = 30 GPa] is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine εy.|σx| = 95 MPa|σy| = 75 MPa|τxy| = 100 MPa

A point in a structural member is subjected to plane strain. Determine the smaller principal strain in the x-y plane.εx = –200 μεεy = –570 μεγxy = –160 μrad

A point in a structural member is subjected to plane strain. Determine εn for an angle magnitude of |θ| = 72° in the direction shown.εx = –590 μεεy = –600 μεγxy = –350 μrad

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| = 70° in the direction shown.|σx| = 70 MPa|σy| = 35 MPa|τxy| = 65 MPa

A point in a structural member [E = 110 GPa, G = 43 GPa] is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine εz.|σx| = 45 MPa|σy| = 80 MPa|τxy| = 75 MPa