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In each case, the state of stress σx, σy, τxy produces normal and shear stress components along section AB of the element that have values of σx = −5 kPa and τxy = 8 kPa when calculated using the stress transformation equations. Establish the x′ and y′ axes for each segment and specify the angle θ, then show these results acting on each segment.
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- Determine the normal stress and shear stress acting on the inclined plane AB. Solve the problem using the stress transformation equations. Show the results on the sectional element.arrow_forward8 x = 17 MPa y = 41 MPa T = 56 MPa 5 T σχ X At a point on a structural member subjected to plane stress, normal and shear stresses exist on horizontal and vertical planes through a point as shown. Use the stress transformation equations to determine the normal stress to the nearest 0.01 MPa on the indicated plane. Be sure to use - as appropriate. 277arrow_forwardThe solid circular rod has a cross-sectional area of 450 mm². It is subjected to a uniform axial distributed loading along its length of w= 11 kN/m. Two concentrated loads also act on the rod: P = 2 kN and Q = 2 kN. Determine the normal stress in the rod at x = 0.8 m. Assume a = 0.4 m and b = 1.1 m. A →x a Answer: 0 = i B W P -- b MPaarrow_forward
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