Using transformation equations of plane stress, determine the normal and shear stress components for X’-axis located 0.5 radians clockwise from x-axis. The non-zero stress components are given as follows, σx= 200 MPa, σy= 100 MPa, τxy= -50 MPa.

The square deforms into the position shown by the dashed lines in (Figure 1). The dimensions are S = 60 mm, S' = 65 mm, Ax₁ = 5 mm, and Ax₂ = 6 mm. Side D'B' remains horizontal. Figure 91.5° Ax₁ AX₂ < 1 of 1 Part A Determine the shear strain at A relative to the x, y axes. Express your answer in radians to three significant figures. 17 ΑΣΦ ↓↑ vec 6 (YA)zy = Submit Part B Request Answer Determine the shear strain at B relative to the x, y axes. Express your answer in radians to three significant figures. ? Review rad

fill in the blank please Tensile normal stresses are considered positive in Mohr’s circle. For the specific stress element face, if the shear stress makes the element rotate clockwise, then the normal stress is drawn (          )   the σ axis.

Determine the principal stresses in the beam at point A. Specify the orientation of the element representing the principal stresses. 150 kN 60 kN 50 mm A A [150 150 mm 60 mm 0.5 m -0.25 m-