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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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