A 30% В

HWK 4-2.2-3: Find the shear stress about the neutral axis if V = 2000k

The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium. Suppose that the normal stresses o₂ = 23 ksi, o, = 12 ksi act in the directions shown in the figure below. (Figure 1) Figure y' A 50° σv B < x' 1 of 1 σ x Determine the normal stress o Express your answer using three significant figures and include the appropriate units. OT = Submit Part B Tr'y = μA Submit Value Request Answer Determine the shear stress Try'. Express your answer using three significant figures and include the appropriate units. μA Value Units Request Answer ? Units 2 ?

Calcuate Torsion and Bending From Point A to Point B and Point A to Point C. Draw a FBD from point A to point B and another for point A to C indicating what stresses are been calculate. Use the stress tensor and stress cube to Indicate what forces are acting at point A. Force apply at point B is 70lb Distacen from Point A to B is 12 in or 1 feet long Distacen from Point A to C is 3 in Handle diameter 0.625 in