- An Element In Plane Stress See Figure Is Subjected To Stresses X 2 340 Kpa Oy 488 Kpa And Xy 465 Kpa Consid 1 (132.59 KiB) Viewed 18 times
An element in plane stress (see figure) is subjected to stresses x = 2,340 kPa, oy = 488 kPa, and xy = -465 kPa. (Consid
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An element in plane stress (see figure) is subjected to stresses x = 2,340 kPa, oy = 488 kPa, and xy = -465 kPa. (Consid
An element in plane stress (see figure) is subjected to stresses x = 2,340 kPa, oy = 488 kPa, and xy = -465 kPa. (Consider only the in-plane stresses - the stresses in the x-y-plane). Ⓡ (a) Determine the principal stresses (in kPa) and angles of the principle planes (in degrees counterclockwise from the +x-axis). (Use the sign convention for stresses acting on inclined sections.) %1 %2 p1 ºp2 = =1036.195 X Your response differs from the correct answer by more than 10%. Double check your calculations. kPa = 0 0₂ Tmax normal = kPa Show them on a sketch of a properly oriented element. (Submit a file with a maximum size of 1 MB. Your submission will be graded by your instructor after the due date based on its accuracy. Your grade may change.) Choose File No file chosen = This answer has not been graded yet. s1 0s2 = counterclockwise from the +x-axis ° counterclockwise from the +x-axis (b) Determine the maximum shear stress, associated normal stress, and angles of orientation of the planes of maximum shear stress. (Enter your stresses in kPa and your angle in degrees counterclockwise from the +x-axis. Enter the magnitude of the maximum shear stress. For the normal stress, use the sign convention for stresses acting on inclined sections.) kPa kPa counterclockwise from the +x-axis counterclockwise from the +x-axis Show them on a sketch of a properly oriented element. (Submit a file with maximum size of 1 MB. Your submission will be graded by your instructor after the due date based on its accuracy. Your grade may change.) Choose File No file chosen This answer has not been graded yet.