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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 03/10/2023 <br />Larson <br />Stud Base Connection <br />Loading <br />Vmax 67lbf:= see RISA P6 <br />Tmax 3lbf:= Uplift see RISA P3 <br />Anchors: 0.157" PDPA @ 32" oc <br />VA 360lbf:= see Simpson-Tie Report & ESR Report <br />TA 375lbf:= <br />Unity <br />2Vmax <br />VA <br />2Tmax <br />TA <br />+0.388 =:=< 1.0 Ok Provide Simpson-Tie 0.157" PDPA <br />@ 32" OC with 1.5" min embed <br />Track Capacity: AISI S240 Section B3.2.5.1 <br />Fy 33ksi:= Fut 45ksi := Ω 1.7= <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 =:= Pns.A <br />Pns <br />Ω <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 />Ω <br />700 lbf=:= <br />Vmax <br />min Pns.A Pnt.A, ()0.223 =< 1.0 Track is sufficient <br /> 16 of 23 <br />2130 E 17th St - <br />10111279406/07/23