1. The plate below is attached to the vertical surface AB. Itstop and bottom surfaces slide smoothly along thehorizontal surfaces AD and BC, but are prevented frommoving vertically. The plate can move freely in the z-direction (perpendicular to the page). The right side of theplate is uniformly pulled such that it displaces 0.8 mm tothe right. The plate is aluminum, which has the followingmaterial properties:150 nimBERAModulus of Elasticity = 88.5 GPa%3D150 numF0.8mmModulus of Rigidity 34 GPa%3DPoisson Ratio = 0.32 С.Determine the normal strain along line BD.d. Determine the normal stress in the x and y directions. Note that the stain along AC is equal to thestrain along BD. Assume the temperature remains constant. (If you are unable to solve part c, usenormal strain = 0.0025 mm/mm for AC and BD.)

Answered: Image /qna-images/answer/73bce4c1-6d91-4d8c-b036-9edb7a26acad.jpg

1. The plate below is attached to the vertical surface AB. Its top and bottom surfaces slide smoothly along the horizontal surfaces AD and BC, but are prevented from moving vertically. The plate can move freely in the z- direction (perpendicular to the page). The right side of the plate is uniformly pulled such that it displaces 0.8 mm to the right. The plate is aluminum, which has the following material properties: 150 nim Modulus of Elasticity = 88.5 GPa 150 mum HFo.Bmm Modulus of Rigidity = 34 GPa Poisson Ratio = 0.32

1. The plate below is attached to the vertical surface AB. Its top and bottom surfaces slide smoothly along the horizontal surfaces AD and BC, but are prevented from moving vertically. The plate can move freely in the z- direction (perpendicular to the page). The right side of the plate is uniformly pulled such that it displaces 0.8 mm to the right. The plate is aluminum, which has the following material properties: 150 nim Modulus of Elasticity = 88.5 GPa 150 mum HFo.Bmm Modulus of Rigidity = 34 GPa Poisson Ratio = 0.32

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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