Hello,
I have used a zero length section element at the base of a RC column and need to record its Moment-Rotation behavior. I have used a section deformation and force recorder for it.
Could anybody let me know how should I use the recorded data to get M-Theta?
Thanks.
Moment Rotation-Zero length Section Element
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Re: Moment Rotation-Zero length Section Element
You can only get the moment-curvature relationship (not the moment rotation) from the zero length section element. For the rotation, you need to convert the curvatures to rotations over a plastic hinge length.