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All members of the frame shown below have the same flexural rigidity EI and length L. If a moment M is applied at joint B, the rotation of the point is
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ML 12EI -
ML 11EI -
ML 8EI -
ML 7EI
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Correct Option: B
Stiffness of members,
KBA = | L |
KBC = | L |
KBD = | L |
Rotational stiffness = Sum of stiffness of all member
⇒ K = | L |
Rotation at B, θB = | = | |||
k | 11EL |