H.W1. Consider a two degree of freedom bar elements as shown in figure. Using finiteelement method to formulate the equilibrium equation of it. If the crosssectional area is 12 mm and E=200 GN/m².20KN+30KN15KN300 *600-+ 350All Dimension in mm2. Consider a two degree of freedom bar element as shown in figure. Using finiteelement method to formulate the equilibrium equation of it, and then estimatethe stress distributions. If Esteel-200 GN/m, Ecopper 110GN/m and EAL= 120GN/m?.d=3SteelALСоpper20KN- 30KN→15KN300 * 200 - 400 * 350All Dimension in mm

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H.W 1. Consider a two degree of freedom bar elements as shown in figure. Using finite element method to formulate the equilibrium equation of it. If the cross sectional area is 12 mm and E=200 GN/m². 20KN 15KN * 350 -30KN 300+ 600- All Dimension in mm

H.W 1. Consider a two degree of freedom bar elements as shown in figure. Using finite element method to formulate the equilibrium equation of it. If the cross sectional area is 12 mm and E=200 GN/m². 20KN 15KN * 350 -30KN 300+ 600- All Dimension in mm

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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