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.
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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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb27cb9df-68b6-4c6c-824c-1166a13a3bca%2F1d4a322e-504d-48cb-80d2-b15659c16a7d%2Ffk22ih5_processed.png&w=3840&q=75)
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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