Question 2 (1 point) Listen Q1(2). The state of plane strain at a point has components of Ex = 4.0 × 10%, y = -2.8 × 10⁹, and Yxy = 5.0 x 109, which tends to distort the element as shown in the image. Determine the absolute value of the maximum in-plane shear strain for the given element: the shear strain is very small, in the form of qx 109. Determine the value of q. dy y 4 dx Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point. Your Answer: Answer X
Question 3 (1 point) Listen -293 × 106, and Yxy M Q2(1). The state of plane strain at a point has components of x = 510 × 106, Ey 171x 106, which tends to distort the element as shown in the image. Use Mohr's circle, determine the larger equivalent normal strain (in x 10 6) acting on this element if this element is oriented clockwise by 24°. (Note, D2L grader can not detect if you are using the required method. However, you should still practice with the correct method because that may be a requirement in your final exam.) y dy 4 Answer 1 x dx Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point. Your Answer:
Question 4 (1 point) 4) Listen Q2(2). The state of plane strain at a point has components of Ex=541 x 10, y = -296 x 106, and Yxy = 171 x 106, which tends to distort the element as shown in the image. Use Mohr's circle, determine the magnitude of the equivalent shear strain (in x 106) acting on this element if this element is oriented clockwise by 22°. (Note, D2L grader can not detect if you are using the required method. However, you should still practice with the correct method because that may be a requirement in your final exam.) y dy -x Answer D dx Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point. Your Answer:
Question 2 (1 point) Listen Q1(2). The state of plane strain at a point has components of Ex = 4.0 × 10%, y = -2.8 × 10⁹
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