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enercalc column question

enercalc column question

enercalc column question

(OP)
Why does enercalc say for non sway columns only on the slenderness tab? I am trying to use the program to analyze a masonry column with fixed base and free top subject to a lateral loading at the top.

RE: enercalc column question

Maybe you should double the length and load it at midspan.  Alternatively, maybe you should design it by hand.

BA

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