See the figure below. AD is a member with varying diameters. There are three axial loadsapplied at B, C, and D, respectively.Find the internal normal force on the cross-sections throughout member AE.Find the normal stress on cross-sections throughout member AE.If the failure normal stress (Gai) of the material is 28 psi, will the member fail? Show yourcalculation and reasons.1)2) (3)Cross-sec area = 2 in?Cross-sec area = 1 in?10 lbs40 lbs10 lbsВ\\\

Given data: The magnitude of the force acting at the point B is; F1=10 lbs. The magnitude of the…

See the figure below. AD is a member with varying diameters. There are three axial loads applied at B, C, and D, respectively. 1) Find the internal normal force on the cross-sections throughout member AE. 2) Find the normal stress on cross-sections throughout member AE. 3) If the failure normal stress (Giai) of the material is 28 psi, will the member fail? Show your calculation and reasons. Cross-sec area = 2 in² Cross-sec area = 1 in? |10 lbs 40 Ibs 10 lbs B.

See the figure below. AD is a member with varying diameters. There are three axial loads applied at B, C, and D, respectively. 1) Find the internal normal force on the cross-sections throughout member AE. 2) Find the normal stress on cross-sections throughout member AE. 3) If the failure normal stress (Giai) of the material is 28 psi, will the member fail? Show your calculation and reasons. Cross-sec area = 2 in² Cross-sec area = 1 in? |10 lbs 40 Ibs 10 lbs B.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.4.8P: - A specimen used in a coupon test has norm al stress ??. = 15 MPa (see figure). Using Mohr’s...

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- A specimen used in a coupon test has norm al stress ??. = 15 MPa (see figure). Using Mohr’s circle, find the state of stress on the element oriented at angle ? = 20° and show the full stress state on a sketch of a properly oriented element.
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