Displacement Coordinate for a beam are shown in the given figure. The stiffness matrix is given by:

\(\left( {\begin{array}{*{20}{c}} {3EI}&{EI}\\ {EI}&{2EI} \end{array}} \right)\)

\(\left( {\begin{array}{*{20}{c}} {3EI}&{ - 0.5EI}\\ { - 0.5EI}&{2EI} \end{array}} \right)\)

\(\left( {\begin{array}{*{20}{c}} {3EI}&0\\ 0&{2EI} \end{array}} \right)\)

\(\left( {\begin{array}{*{20}{c}} {3EI}&{0.5EI}\\ {0.5EI}&{2EI} \end{array}} \right)\)

Displacement Coordinate for a beam are shown in the given figure. The

1.	Displacement Coordinate for a beam are shown in the given figure. The stiffness matrix is given by:
A.	\(\left( {\begin{array}{*{20}{c}} {3EI}&{EI}\\ {EI}&{2EI} \end{array}} \right)\)
B.	\(\left( {\begin{array}{*{20}{c}} {3EI}&{ - 0.5EI}\\ { - 0.5EI}&{2EI} \end{array}} \right)\)
C.	\(\left( {\begin{array}{*{20}{c}} {3EI}&0\\ 0&{2EI} \end{array}} \right)\)
D.	\(\left( {\begin{array}{*{20}{c}} {3EI}&{0.5EI}\\ {0.5EI}&{2EI} \end{array}} \right)\)
Answer» E.