The second column of stiffness matrix with reference to co-ordinate system as shown in the beam is:
A
⎡⎢
⎢
⎢
⎢⎣04EI/6−EI/6EI/3⎤⎥
⎥
⎥
⎥⎦
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B
⎡⎢
⎢
⎢
⎢⎣02EI/3−EI/3EI/3⎤⎥
⎥
⎥
⎥⎦
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C
⎡⎢
⎢
⎢
⎢⎣4EI/62EI/3−EI/60⎤⎥
⎥
⎥
⎥⎦
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D
⎡⎢
⎢
⎢
⎢⎣02EI/3EI/6−4EI/6⎤⎥
⎥
⎥
⎥⎦
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Solution
The correct option is A⎡⎢
⎢
⎢
⎢⎣04EI/6−EI/6EI/3⎤⎥
⎥
⎥
⎥⎦ Let us give unit displacement in co-ordinate direction (2) without giving any displacement in other co-ordinates