please explain all the steps, and please explain the trig! Prob. 10-44 10 10-45. A material...
Part C - Average normal strain in the differential element of material Determine the average normal strain in the differential element of material. Express your answer to four significant figures. View Available Hint(s) IPO AQ 1 vec R o 2 ? Eaug in/in Submit Part B - Maximum in-plane shear strain and its orientation Determine the magnitude of the maximum in-plane shear strain, marame, and its orientation relative to the differential element of material. Express your answers to four significant...
7. In an empirical stress analysis of the shown pliers, strain gages are used. Explain: a. the critical locations? b. how should strain gages be installed, and why? c. Are there any stress concentrations? any stress concentration, the will be at the point 95 - a strain gases 8. The data collected from a rosette strain gage are: at = 45 E = 70 x 10 at 0= 90 E: = 200 x 10 at 0= 135 Es = 130...
I need part b please
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle...
Please make function file and answer
9-15. The state of stress at a point is shown on the element. Determine (a) the principal stresses and (b) the maximum in-plane shear stress and average normal stress at the point. Specify the orientation of the element in each case. 60 MPa 30 MPa 45 MPa Prob. 9-15 Formula: + Oy Oy sin 29 cos 20 + Try sin 20 et sin 20 + Tycos 20 What to find using MALLAB Write a...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
Question 10 0.5 points Save Answer . Shown in the figure below is a solid cylinder. The x-axis is along the longitudinal direction. The angle is measured with respect to the x-axis, positive if counterclockwise, ie towards the y-axis as shown below; and negative if clockwise. 01 and 02, with principal stresses, and Tmax is maximum shear stress. 0,20 are the Fractue surface Normal to Fracture surface Suppose that the cylinder is subjected to a uniform tensile stress of 5000...
Question 10 0.5 points Save Answer . Shown in the figure below is a solid cylinder. The x-axis is along the longitudinal direction. The angle is measured with respect to the x-axis, positive if counterclockwise, ie towards the y-axis as shown below; and negative if clockwise. 01 and 02, with principal stresses, and Tmax is maximum shear stress. 0,20 are the Fractue surface Normal to Fracture surface Suppose that the cylinder is subjected to a uniform tensile stress of 5000...
Please show all work! Thank you!
Determine the equivalent state of stress on an element at the point which represents the principal stresses and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Solve the problem using Mohr's circle. (Figure 1) Part D Determine the shear stress Try that acts on the element with orientation 0 =...
1. The following is a one-layer truss structure fabricated from aluminum tubing with outside diameter and wall thickness as 0.4 inch and 0.05 inch, respectively. The Young's modulus and Poisson's ratio for aluminum are E= 10 x 10°psi, v=0.33, respectively. The applied load P is 60 Ib. Please answer = 60° B Ra all Cled URb The internal force for member AC is: -30 lb 34.6 lb 30 lb -34.6 lb Question 2 1 points Save Answer 1. The following...