150 MPa 120 MPa

Suppose that σ = 330 psi and Try = 150 psi in (Figure 1). Figure Part D Specify the orientation of the principal stress. Take the positive direction of rotation counterclockwise. Express your answer in degrees to three significant figures. Op₁= Part E OF 0₂ = ΑΣΦΙΚΗ vec Specify the orientation of the maximum in-plane shear stress. Take the positive direction of rotation counterclockwise. Express your answer in degrees to three significant figures. 0/ —| ΑΣΦ 11 | vec ? ? o

From the stress states given, draw the 3D Mohr's circle (lable the principle normal stresses, maximum and absolute shear stresses), and sketch the principle and shear planes. σxx = 70 ksi, σzz = -50 ksi, ?xy = 50 ksi (counterclockwise)

Determine the principal stresses in the cantilevered beam at points A and B.

Thank you in advance, note it ask for stress a B

Determine the principal planes and the principal stresses for the state of plane stress resulting from the superposition of the two states of stress shown. Given: X = 60 MPa and Y = 20 MPa. Determine the orientation of the principal plane in the first and second quadrant. Determine the maximum/minimum principal stresses

(c) For the given state of stress determine the following: (1) Principal stresses and its orientation (2) Normal and shearing stress after the element shown has been has been (a) 25° clockwise and (b) 10° counterclockwise. sketch a properly oriented element 10 MPa 30 MPa 50 MPa

The internal loadings at a cross section through the 150-mm-diameter drive shaft of a turbine consist of an axial force of 12.5 kN, a bending moment of 1.2 kNm, and a torsional moment of 2.25 kN. m. ( Figure 1). Figure 1.2 kN-m 12.5 kN 2.25 kN-m 1 of 1 Part A Determine the principal stresses at point B. Express your answers using three significant figures separated by a comma. 01,02 = IVE ΑΣΦ vec Submit Previous Answers Request Answer ? MPa

Just do part A thanks

Determine the normal strains at the point associated with the x and y axes. Determine the shear strain at the point associated with the x and y axes. Determine the normal stresses at the point associated with the x and y axes. Determine the shear stress at the point. Determine the normal stress that acts along an axis rotated at θ= 45° counterclockwise from the positive x-axis.