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lateral deflection limits for open structures
lateral deflection limits for open structures
i am designing a search facility that basically consists of steel framing. wondering what deflection limits i need to use to design my lateral system. i am providing momonent connections at beam column joints and pinning the columns at the base. find a job or post a job opening i use l/180 for refinery structures, buildings need tighter limits unless it is a pre-engineered metal building. look at aisc's design guide 3. it provides some guidance. it's free to download if you are an aisc l/120 for agricultural structures, unoccupied pole buildings. $/l for government structures. mike mccann mmc engineering what's a "search facility"? |
所有的时间均为北京时间。 现在的时间是 03:08 PM. |