A finite element solution using oñé dimensional two-noded elements has been obtained for a rod as shown in the figure. Figure Displacements are as follows: Q-0,2 0 0.6 –0.1]' mm, E=1 N/mm?, Area of each element =1 mm?.L =50mm L,=80 mm, L,=100 mm. (a) Determine the B matrix for element 2-3.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A finite element solution using one dimensional two-noded elements has been obtained for a rod as
Q56.
shown in the figure.
Figure
Displacements are as follows: Q=-0,2 0 0.6 –0.1]' mm, E=1 N/mm?, Area of each element=1 mm?, L.=50 mm.
L,=80 mm, L=100 mm.
(a) Determine the B matrix for element 2-3.
Transcribed Image Text:A finite element solution using one dimensional two-noded elements has been obtained for a rod as Q56. shown in the figure. Figure Displacements are as follows: Q=-0,2 0 0.6 –0.1]' mm, E=1 N/mm?, Area of each element=1 mm?, L.=50 mm. L,=80 mm, L=100 mm. (a) Determine the B matrix for element 2-3.
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