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Larson Engineering, Inc. <br />1488 Bond Street, Suite 100 <br />Naperville, IL 60563 <br />630.357.0540 <br /> Hibbett Sports ___ _ __ <br /> Santa Ana, CA __ <br /> Connections <br />Sheet No. __ <br />Project No. _ 21230169.000 <br />By MK _ Date 03/08/2023 <br />Larson <br />Stud To Bracing Connection <br />Loading <br />Vmax 269.9lbf := RISA M7A <br />Clip Brace to Stud: SSC4.25 <br />Vblock Vmax 269.9 lbf=:= < VA 355lbf:= <br />Stud To Exist Stud Connection <br />Loading <br />Vmax 102.6lbf := RISA M7 <br />Track Capacity <br /> Coefficients Properties <br />C 3.7:= R 0.076in:= stud inside bend radius <br />CR 0.19:= N 1.5in:= stud bearing length (flange length) <br />h 3.625in 2 R-3.473 in =:= depth of flat portion of stud webCN0.74:= <br />ts 0.035in:= stud thickness <br />Ch 0.019:= S 16in:=stud spacing <br />tt 0.035in:= track thickness <br />Pns C ts <br />2 Fy 1 CR <br />R <br />ts <br />-1 CN <br />N <br />ts <br />+1 Ch <br />h <br />ts <br />-0.51 kip =:= P ns.A <br />Pns <br />1.70 <br />300 lbf=:= <br />wst 20 tt 0.56in+1.26 in=:= <br />Pnt 0.6 tt wst Fut 1191 lbf=:= Pnt.A <br />Pnt <br />1.70 <br />700 lbf=:= <br />V <br />min Pns.A Pnt.A, ()0.333 =< 1.0 Track is sufficient <br />Screws from track to track (2) #10 <br />VA 2 164lbf 328 lbf =:= V.max OK <br /> 19 of 23 <br />2130 E 17th St - <br />10111279406/07/23