An element has a tensile stress of 600 N/mm2 and a compressive stress of 400 N/mm2 acting on two mutually perpendicular planes and two equal shear stresses of 100 N/mm2 on these planes as shown in figure. (by Mohr's circle approach) |400N/mm 100N/mm2 600N/mm2 600N/mm 100N/mm 400N/mm (a) Find the principal stresses and maximum shear stress.

An element has a tensile stress of 600 N/mm2 and a compressive stress of 400 N/mm2 acting on two mutually perpendicular planes and two equal shear stresses of 100 N/mm2 on these planes as shown in figure. (by Mohr's circle approach) |400N/mm 100N/mm2 600N/mm2 600N/mm 100N/mm 400N/mm (a) Find the principal stresses and maximum shear stress.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter9: Time, Temperature, And Mechanical Properties

Section: Chapter Questions

Problem 9.3P

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