PLEASE ANSWER THIS URGENT. I WILL SURELY UPVOTE!!! 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:A₁-A₂-iPart 2Calculate the cross-sectional area of each steel plate, A₁, and the cross-sectional area of the oak block, Az.iSave for LaterPCL(2) CAnswer: F₂/F₁-CLSave for LaterCL(1)mm²mm²Derive a compatibility equation using force-deformation relationships substituted into a geometry-of-deformation relationship.Express the compatibility equation here as the ratio of the force in the oak block, F₂, to the force in each steel plate, F₁.Attempts: 0 of 1 used Submit AnswerAttempts: 0 of 1 used Submit Answer Part 3Consider a free body diagram of the rigid cap, and solve for the force in each steel plate, F₁, and the force in the oak block, F2.based on the result from Part 2 and the applied load of 300kN. By convention, a tension force is positive, and a compression forceis negative.Answers:F₁-F₂-Save for LaterPart 4Answers:01 =Calculate the normal stress in each steel plate, 0₁, and the normal stress in the oak block, 0₂. By convention, a tension stress ispositive, and a compression stress is negative.0₂ =iPart 5iSave for LaterAnswer: ₂ =KNSave for LaterkNiMPaMPaCalculate the shortening of the oak block. Since the oak block is shortened, this will be a negative value.Attempts: 0 of 1 used Submit AnswermmAttempts: 0 of 1 used Submit AnswerAttempts: 0 of 1 usedSubmit Answer

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The 200 x 200 x 1.250-mm oak (E-12 GPa) block (2) shown is reinforced by bolting two 5x 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. A₁- Calculate the cross-sectional area of each steel plate. As, and the cross-sectional area of the oak block. Az Answers: A₂- (2) i Part 2 Save for Later (1) Answer: F₂/F- mm² mm² Attempts: 0 of 1 used Submit Answer Derive a compatibility equation using force-deformation relationships substituted into a geometry-of-deformation relationship. Express the compatibility equation here as the ratio of the force in the oak block, F₂, to the force in each steel plate. F