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Steel Building Design

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Table 15.4-1 for OMF with R=2.5 with increased height point to detail requirement AISC 341 (Seismic Steel provisions). In the AISC 341 state that this not applicable to buildings with R equal or less than 3. Therefore, the detail requirement default to AISC 360 (Standard Steel specifiactions 13th edition). It seems to be a disagreement between the AISC and the ASCE.
Does anybody has additional information to this matter?

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