Need help with this question it as part A B and C please label them carefully and circle your answer with the correct units for them use images below To use the principle of superposition to determine the total deflection in a cylindrical rod due to a static loading.A steel rod (E = 200 GPa) is subjected to the load shown, where P = 2825 kN. A gap a = 1.70 mm exists before the load is applied. The elongated rod contacts the top surface at C: Assume the mass of the rod is negligible. The values for the figure below are d = 0.850 m, e = 0.300 m, j=-8L.57.0 mm, and g = 45.0 mm Part A - Reaction force at C'after the load has been appliedFind the magnitude of the reaction force FC in the rod after the load P has been applied.Express your answer to three significant figures and include appropriate units.• View Available Hint(s)µAFc' =ValueUnitsSubmitPart B - Reaction at A after the load has been appliedDetermine the magnitude of the reaction force F in the steel rod after the load has been applied. Assume section AB of the rod is in tension.AExpress your answer to three significant figures and include appropriate units.• View Available Hint(s)HA?FA =ValueUnitsSubmitPart C - Total deflection in the rod when the upper wall is removedDetermine the total deflection SCIA in the rod when the upper wall is removed.Express your answer to three significant figures and include appropriate units.• View Available Hint(s)?SC|A =ValueUnits

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To use the principle of superposition to determine the total deflection in a cylindrical rod due to a static loading. A steel rod (E = 200 GPa) is subjected to the load shown, where P = 2825 kN. Agap a = 1.70 mm exists before the load is applied. The elongated rod contacts the top surface at C: Assume the mass of the rod is negligible. The values for the figure below are d = 0.850 m, e = 0.300 m, j= -8 L. 57.0 mm , and g= 45.0 mm

To use the principle of superposition to determine the total deflection in a cylindrical rod due to a static loading. A steel rod (E = 200 GPa) is subjected to the load shown, where P = 2825 kN. Agap a = 1.70 mm exists before the load is applied. The elongated rod contacts the top surface at C: Assume the mass of the rod is negligible. The values for the figure below are d = 0.850 m, e = 0.300 m, j= -8 L. 57.0 mm , and g= 45.0 mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.3.5P: A vertical bar is loaded with axial loads at points B, C, and D. as shown in the figure. The bar is...

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