Thursday, February 7, 2008

(no subject)

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