Part 2Derive a compatibility equation using force-deformation relationships substituted into a geometry-of-deformationrelationship. Express the compatibility equation here as the ratio of the force in the oak block, F2, to the force in eachsteel plate, F₁.Answer: F₂/F₁ = iSave for LaterAttempts: 0 of 1 used Submit Answer The 200 x 200 x 1,250-mm oak [E = 12 GPa] block (2) shown is reinforced by bolting two 5 x 200 x 1,250 mm steel [E = 200 GPa]plates (1) to opposite sides of the block. A concentrated load of 300 kN is applied to a rigid cap. Assume P = 300 kN, L = 1.25 m.Determine(a) the normal stresses in the steel plates (1) and the oak block (2).(b) the shortening of the block when the load is applied.B(1)Answers:Calculate the cross-sectional area of each steel plate, A₁, and the cross-sectional area of the oak block, A2.A₁ =A₂ =ii(1)Save for LaterLmm²mm²Attempts: 0 of 1 usedSubmit Answer

Answered: Image /qna-images/answer/52fd5a91-bbd5-4f60-8a6a-bc5a84fbbbb5.jpg

Answered: Answer: F₂/F₁ =

Engineering

Mechanical Engineering

Answer: F₂/F₁ =

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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