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L/r for Non Prismatic column?

thread507-36453

L/r for Non Prismatic column?

L/r for Non Prismatic column?

(OP)
Anyone know of a method to handle this?  What do commercial programs do?

Thanks

RE: L/r for Non Prismatic column?

AISC Engineering Journal:

2 Quarter, 1990, "The In-Plane Stability of a Frame Containing Pin-Based Stepped Columns", Fraser, p. 49.

Do you have access to past issues of Engineering Journal?

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