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| = 38.4 MPa|σy| = 85.6 MPa|τxy| = 69.9 MPa

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine the larger principal stress in the x-y plane.|σx| = 60 MPa|σy| = 40 MPa|τxy| = 100 MPa

A point in a structural member is subjected to the following stress magnitudes. The stress directions are shown in the image. Determine the maximum shear stress in the x-y plane.|σx| = 35 MPa|σy| = 70 MPa|τxy| = 55 MPa

A point in a structural member is subjected to plane strain. Determine the absolute maximum shear strain.εx = 720 μεεy = 520 μεγxy = 300 μrad

A point in a structural member is subjected to plane strain. Determine the larger principal strain in the x-y plane.εx = 620 μεεy = 160 μεγxy = 190 μrad

A Mohr’s circle is shown for a point in a physical object that is subjected to plane stress. If 1 grid square = 6 MPa, determine the principal stress σ1.

A point in a structural member is subjected to plane strain. Determine the absolute maximum shear strain.εx = 770 μεεy = 830 μεγxy = 170 μrad

Determine the deflection at C. Let M = 15,900 lb·in., a = 116 in., b = 48 in., and EI = 42 × 106 lb·in.2.

Determine the reaction force at B. Let M = 17,600 lb·in., a = 63.51 in., b = 46.49 in., and EI = 131 × 106 lb·in.2. Note that b = (a + b).

Determine the deflection at B. Let P = 130 lb, a = 71 in., b = 43 in., and EI = 52 × 106 lb·in.2.