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[Jnapd(--nospam--at)aol.com]

Hello All

 

I have 30x50 small masonry building which is a park concession stand. In the 50' direction 20' is covered exterior patio area. I have 4 cantilevered 16"x 24" masonry columns at the outside of the patio area. Table 12-.2-1 does not have an R value for cantilevered masonry columns.  Should I use the R for concrete moment frames if I comply with the detailing. ?          Sds = .63    Sd1= 1.14

 

Joe Venuti

Johnson & Nielsen Associates

Palm Springs,  CA

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