Use the Distortion Energy Failure Theory to assess the adequacy of this pipe. (OD 114 mm; ID 97 mm, 465 mm long.) It is hot-rolled AISI 1018 carbon steel. The design factor is 3. It is subject to a tensile axial load P, 52 kN, a downward force P-1.25 kN, and a torsion of T=16 kN m. The critical location is at point A on the figure below. Neatly and accurately hand-sketch and label the triaxial Mohr's circle on the next page. Label the principles stresses and maximum overall shear stress for the stress state at the critical location. Also neatly and accurately hand- sketch and label the no-failure envelope.

Use the Distortion Energy Failure Theory to assess the adequacy of this pipe. (OD 114 mm; ID 97 mm, 465 mm long.) It is hot-rolled AISI 1018 carbon steel. The design factor is 3. It is subject to a tensile axial load P, 52 kN, a downward force P-1.25 kN, and a torsion of T=16 kN m. The critical location is at point A on the figure below. Neatly and accurately hand-sketch and label the triaxial Mohr's circle on the next page. Label the principles stresses and maximum overall shear stress for the stress state at the critical location. Also neatly and accurately hand- sketch and label the no-failure envelope.

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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