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c) The general form of the element stiffness matrix system, with nodes indexed by i and j, is, - AE L -1 ^ [17] {%} = {{{ Ni(x)l(x)dx Ni(x) (x) dr } + { ( ) ( )} + )})}) N N,(2)f(2) – N,(0) f (0) (1) where f(2) and f(0) denote the boundary forces at positions x = 2 and x = 0, respectively. Evaluate the right hand side of equation 1 for element 2.

c) The general form of the element stiffness matrix system, with nodes indexed by i and j, is, - AE L -1 ^ [17] {%} = {{{ Ni(x)l(x)dx Ni(x) (x) dr } + { ( ) ( )} + )})}) N N,(2)f(2) – N,(0) f (0) (1) where f(2) and f(0) denote the boundary forces at positions x = 2 and x = 0, respectively. Evaluate the right hand side of equation 1 for element 2.

Principles of Heat Transfer (Activate Learning with these NEW titles from Engineering!)
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.
Chapter4: Numerical Analysis Of Heat Conduction
Section: Chapter Questions
Problem 4.6P
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c) The general form of the element stiffness matrix system, with nodes indexed by i and j, is, - AE L -1 ^ [17] {%} = {{{ Ni(x)l(x)dx Ni(x) (x) dr } + { ( ) ( )} + )})}) N N,(2)f(2) – N,(0) f (0) (1) where f(2) and f(0) denote the boundary forces at positions x = 2 and x = 0, respectively. Evaluate the right hand side of equation 1 for element 2.
Transcribed Image Text:c) The general form of the element stiffness matrix system, with nodes indexed by i and j, is, - AE L -1 ^ [17] {%} = {{{ Ni(x)l(x)dx Ni(x) (x) dr } + { ( ) ( )} + )})}) N N,(2)f(2) – N,(0) f (0) (1) where f(2) and f(0) denote the boundary forces at positions x = 2 and x = 0, respectively. Evaluate the right hand side of equation 1 for element 2.
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