1. The state of stress in a machine element with respeet to x-y'axis is shown in Figure 1. The principal angle 0, (-20°) as shown in the figure defines the principal axes x' and y' (Note: orientation of stresses on the element is generic and is not related to the stress tensor). 40 MPa Ty -20 Tay =-20° Oy Figure 1 (a)(i) Draw the reference axes x, y, x', y' showing 0, (ii) Determine the four direction cosines that the principal directions make with the x-y axes. (b)Draw and label Mohr's circle for the state of stress shown identifying the following points on the circle: numerical values of the coordinates of (i) the center (6ave, Txy), (ii) stresses from the given stress tensor (associated with the A and B planes. Note: Mohr's circle can be drawn with only ơ, ɑy ), (iii) the principal angle (0,), (iv) the principal stresses (ơ¡ 02), (v) maximum shear stress (tmax). (c)Determine the shear stress txy. (d)Show the stress tensor (normal and shear stresses) on a properly oriented element. (e)Find (i) the maximum shear stress; and (ii) the orientation of the maximum shear stress plane (means angle). (f) Find the principal stresses ơ1 and ơ2 via a Mohr's circle analysis. o)Sketch the results from (e) on a pronerly oriented element
1. The state of stress in a machine element with respeet to x-y'axis is shown in Figure 1. The principal angle 0, (-20°) as shown in the figure defines the principal axes x' and y' (Note: orientation of stresses on the element is generic and is not related to the stress tensor). 40 MPa Ty -20 Tay =-20° Oy Figure 1 (a)(i) Draw the reference axes x, y, x', y' showing 0, (ii) Determine the four direction cosines that the principal directions make with the x-y axes. (b)Draw and label Mohr's circle for the state of stress shown identifying the following points on the circle: numerical values of the coordinates of (i) the center (6ave, Txy), (ii) stresses from the given stress tensor (associated with the A and B planes. Note: Mohr's circle can be drawn with only ơ, ɑy ), (iii) the principal angle (0,), (iv) the principal stresses (ơ¡ 02), (v) maximum shear stress (tmax). (c)Determine the shear stress txy. (d)Show the stress tensor (normal and shear stresses) on a properly oriented element. (e)Find (i) the maximum shear stress; and (ii) the orientation of the maximum shear stress plane (means angle). (f) Find the principal stresses ơ1 and ơ2 via a Mohr's circle analysis. o)Sketch the results from (e) on a pronerly oriented element
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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