flexural-torsional buckling of members WITH slender elements?
flexural-torsional buckling of members WITH slender elements?
(OP)
why does the code not address this? E4 only applies to members without slender elements
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flexural-torsional buckling of members WITH slender elements?
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RE: flexural-torsional buckling of members WITH slender elements?
RE: flexural-torsional buckling of members WITH slender elements?
RE: flexural-torsional buckling of members WITH slender elements?