can you help me answer this question using the figure provided? thank you. The general form of the element stiffnessas,AE 1L-17 Uinu;J SAEmatrix system, with nodes indexed by i and j, is givenN ₁ (x)l(x) dx 】N₁(x)l(x) dx)(2)xiwhere F0 and f(1) denote boundary forces at positions x = 0 and x = 1, respectively. Form thetwo basis functions for element 2, and evaluate the right hand side vector of the matrix system2 to form the local system of equations for element 2. Then use the local system for element 1given byL2500 - FOL#[41]{}-{²ՂԱԶ2500to form and solve the global system of equations for u₁, u2 and u3.[N₂(1)ƒ(1) - N₂(0) FO[N;(1)ƒ(1) — N¡(0) F0];+=9(3) =Consider the bar in Figure 2, which has cross-sectional area A 1∙10−³ m², modulus of elasticityE = 1·10¹¹ N/m², and length 1 m. The bar is fixed to a wall on its left hand side. Along the left halfof the bar, x=[0 m, 0.5 m], there is a constant distributed force of l(x) = 10 kN/m. Along the righthalf of the bar, x=[0.5 m, 1 m], there is a constant distributed force of 1(x) = 20 kN/m.0m10 kN/m0.5 m20 kN/mX1mFigure 2: Bar domain with varying distributed forces.

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The general form of the element stiffness matrix system, with nodes indexed by i and j, is given as, AE 4² [1₁ 7] {u} = {√2, N. (a)l(a)x) L to form (2) where F0 and f(1) denote boundary forces at positions x = 0 and x = 1, respectively. Form the two basis functions for element 2, and evaluate the right hand side vector of the matrix system 2 to form the local system of equations for element 2. Then use the local system for element 1 given by (3) + = N₁(x)l(x)dx] {N;(1)ƒ(1) – N₂(0)F0}' AE FO £2500 [11] {2}-{25 L -1 2500 le the global "

The general form of the element stiffness matrix system, with nodes indexed by i and j, is given as, AE 4² [1₁ 7] {u} = {√2, N. (a)l(a)x) L to form (2) where F0 and f(1) denote boundary forces at positions x = 0 and x = 1, respectively. Form the two basis functions for element 2, and evaluate the right hand side vector of the matrix system 2 to form the local system of equations for element 2. Then use the local system for element 1 given by (3) + = N₁(x)l(x)dx] {N;(1)ƒ(1) – N₂(0)F0}' AE FO £2500 [11] {2}-{25 L -1 2500 le the global "

Principles of Heat Transfer (Activate Learning with these NEW titles from Engineering!)

8th Edition

ISBN:9781305387102

Author:Kreith, Frank; Manglik, Raj M.

Publisher:Kreith, Frank; Manglik, Raj M.

Chapter3: Transient Heat Conduction

Section: Chapter Questions

Problem 3.4P

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