Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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- Kindly answer correctly. Please show the necessary stepsarrow_forwardThe state of plane stress at a point is shown on an infinitesimal element below. Determine the stresses at the point on an element that is oriented 65° counter-clockwise from the x, y axes shown. Enter the shear stress on this rotated element Ta'y' (with correct magnitude and sign) in kPa correct to 3 significant digits below. 300 kPa y 400 kPa X 400 kPa 300 kPaarrow_forwardThe compound bar is composed of brass and copper. It supports the axial loads shown below. Determine the stresses developed on both materials. Indicate whether the stress is tensile or compressive Answer: σbr = ___________________σco = ___________________arrow_forward
- 1. At a point in a piece of elastic material, direct stresses of 92 MN/m2 tensile and -49 MN/m2 compressive are applied on mutually perpendicular planes. The planes are also subjected to a shear stress. If the greater principal stress is limited to 100 MN/m2 tensile, determine the value of shear stress. Give you answer to 2 significant figures in MN/m2arrow_forward(c) For the given state of stress determine the following: (1) Principal stresses and its orientation (2) Normal and shearing stress after the element shown has been has been (a) 25° clockwise and (b) 10° counterclockwise. sketch a properly oriented element 10 MPa 30 MPa 50 MPaarrow_forwardA plane stress state is given by the principal stresses σx =25 MPa and σy= -11 MPa. Determine σx' in the case that the system is inclined by 30 degrees (counter-clockwise). Give your answer in MPa to the nearest whole number.arrow_forward
- The state of stress at a point in a member is shown on the rectangular stress element in (Figure 6) where the magnitudes of the stresses are |σx|=19 ksi and |σy|=14 ksi. Determine the state of stress on an element rotated such that the +x′ axis is 40∘ below the −x axis of the original stress element. Answer should be as σx′=, σy′=, τx′y′= in ksiarrow_forwardRequired information Consider the given state of stress. Given: A = 4 ksi and B= 20 ksi. + + B + 6 ksi Determine the orientation of the planes of maximum in-plane shearing stress. The orientations of the planes of maximum in-plane shearing stress are - 31.3 and 108.4.arrow_forwardQ2) For the state of plane stress given on the element below, construct a Mohr's circle. Use circle to determine (1) the principal stresses, (2) the principal stress direction, (3) the maximum in-plane shear stress and corresponding and normal stress. 100 MPa 150 MPa Tay - 50 MPaarrow_forward
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