The state of strain at the point on the leaf of the caster assembly is shown...
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The state of strain at the point on the leaf of the caster assembly is shown in Figure 1. Use the strain transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of 0=30 counterclockwise from the original position. Ex=-404 10 -6 Ey = -406 x 10-6 z=-406 10-6 Also, use the strain-transformation equations to determine the following: -The in-plane principal strains. - Maximum in-plane shear strain. - Average normal strain. - Explain the significance of the calculated values. Figure 1. Leaf of the caster assembly The state of strain at the point on the leaf of the caster assembly is shown in Figure 1. Use the strain transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of 0=30 counterclockwise from the original position. Ex=-404 10 -6 Ey = -406 x 10-6 z=-406 10-6 Also, use the strain-transformation equations to determine the following: -The in-plane principal strains. - Maximum in-plane shear strain. - Average normal strain. - Explain the significance of the calculated values. Figure 1. Leaf of the caster assembly
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