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Re: Steel Building Design

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If you are looking in Table 15.2 you are not dealing with a building.
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA
In a message dated 9/11/2009 9:11:26 A.M. Pacific Daylight Time, cobdel(--nospam--at) writes:

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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