Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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For the sets of given stresses on an element given in Table 4–2, draw a complete Mohr’s circle, find the principal stresses and the maximum shear stress, and draw the principal stress element and the maximum shear stress element. Any stress components not shown are assumed to be zero.
Work problem #4
4) Sigma_X= -80 ksi, Signma_Y= 40 ksi, Tau_XY= -30 ksi
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- For the plane stress state shown: (a) Determine the principal stresses and show them on a properly oriented element. For this part, use the transformation equations only and not Mohr's circle. (b) Repeat part (a) using Mohr's circle. (c) Determine the maximum shear stress and show the complete state of stress on a properly oriented element containing this maximum shear stress. 25 kpsi 15 kpsi 12 kpsi Xarrow_forwardPlz solve correctlyarrow_forwardCorrect ans is 40,30 option barrow_forward
- Find the interal normal stress in all relevant segments of the bar in the picture.arrow_forwardPlease show full work than youarrow_forward2. The figure below shows a shaft with pulley and gear. Find the location along the x axis where the normal and shear stresses are the greatest. Create an element drawing of the stress state at this location. Find the principal stresses. Hints:1. the shaft diameter is not given, but you can find the stresses as a function of diameter. 2. Because the shaft is rotating, the maximum normal stress can be determined by using the resultant moment. 1. 622 YA ΤΑ 6 in. - 4 in. Gear/ 600 lb 2000 lb 79 Fp=? 12 in. 200 lb 1 +3 in.-102 D 8 in. Pulley B Xarrow_forward
- For each of the plane stress states listed below, draw a Mohr's circle diagram properly labeled, find the principal normal and shear stresses, and determine the angle from the r axis to of. Draw stress elements as in Figure 3-11c and d and label all details. a.) sigma,x = - 12 kpsi, sigma,y = 22 kpsi, txy = 12 kpsi cw b.) sigma,x = 30 kpsi, sigma,y = -10 kpsi, txy = 10 kpsi ccw c.) sigma,x = -10 kpsi, sigma,y = 18 kpsi, txy = 9 kpsi cw Attached is an image of Figure 3-11c and d for example. THIS IS THE ONLY INFORMATION I AM PROVIDED WITH! Thank you for the help in advance!arrow_forwardFor the plane stress sigma x = -8MPa, sigma y = 7MPa, tow xy= 6MPa cw, draw a Mohr’s circle diagram properly labeled, find the principal normal and shear stresses, and determine the angle from the axis to . Draw stress elementsarrow_forwardSuppose that σ = 330 psi and Try = 150 psi in (Figure 1). Figure Part D Specify the orientation of the principal stress. Take the positive direction of rotation counterclockwise. Express your answer in degrees to three significant figures. Op₁= Part E OF 0₂ = ΑΣΦΙΚΗ vec Specify the orientation of the maximum in-plane shear stress. Take the positive direction of rotation counterclockwise. Express your answer in degrees to three significant figures. 0/ —| ΑΣΦ 11 | vec ? ? oarrow_forward
- Consider the 2-D state of stress shown below. Using the provided scales graph the Mohr's Circle for the 2-D state of stress with “full" details II-Obtain the Principal Stresses, the Maximum Shear Stress, and complete the table below III- Draw the Planes of Principal and Maximum Shear Stresses in the space provided below Provide "full" details and Use 3 Sig. Fig. in this problem Oy = 15 Ksi Tcw > S y Ox =10 Ksi Тух 5 Ksi 10 5 -20 -15 -10 5 10 15 20 5 10 Tccw > S' O Avg. TMax. 01 02 Op1arrow_forwardAll of the parts, please. Thanks!arrow_forwardShow step-by-step solution and schematic diagram if possible.arrow_forward
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