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r • <br /> z <br /> Project Name: New WorkSpace Page 1 of 1 <br /> Model: Existing stud check Date:07/31/2022 <br /> Code: AISI S100-16 Simpson Strong-Tie®CFS DesignerTM 4.2.0.9 <br /> Section : 362S162-43(33 ksi) ©24"o.c. Single C Stud(punched) <br /> Maxo= 612.0 ft-lb Va= 1739.1 lb 1= 0.71 in"4 <br /> 1 Loads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> Bridging Connectors-Design Method=AISI S100 <br /> Axial Flexual, Stress <br /> Span KyLy, KtLt Distortional Connector Ratio <br /> Span 60.0", 60.0" 60.0", 114.0" LSUBH3.25(Min) 0.26 <br /> Web Crippling <br /> Bearing pa M <br /> Support Load (Ib) (in) (Ib) (ft-lbs) Max Int. Stiffener? <br /> R2 47.5 --Shear Connection w/clip-- NO <br /> R1 47.5 --Stud/Track Design, Ref Connectors-- NO <br /> 9.50 10.00 lb/ft Gravity Load <br /> Type Load(Ib) <br /> Uniform 14.00plf <br /> A rr <br /> Code Check Required Allowed Interaction Notes <br /> Span Max.Axial, lbs 133.0(c) 2310.1(c) 6% KO=0.00 lb-in/in Max KL/r=98 <br /> Max.Shear, lbs 47.5 675.7 7% Shear(Punched) <br /> Max. Moment(MaFy, Ma-dist),ft-lbs 112.8 609.6 19% Ma-dist(control),Kl=0.00 lb-in/in <br /> Moment Stability,ft-lbs 112.8 554.2 20% <br /> Shear/Moment 0.18 1.00 18% Shear 0.0, Moment 112.8 <br /> Axial/Moment 0.23 1.00 23% Axial 71.4(c), Moment 112.2 <br /> Deflection Span, in 0,088 --meets U1302-- <br /> Connector Anchor <br /> Support Rx(Ib) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction <br /> R2 47.5 0.0 SCB45.5(2)&(2)#12-24 SST X or XL to A36 Steel 7.79 % 4.26 <br /> R1 47.5 133.0 362T125-33(33)&(1).157"SST PDPA/PDPAT-62KP to 10.89 % 21.57 <br /> steel(3/16"to 1/2"thickness) <br /> *Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br /> x)s+ivig sit okay at 24" o.c. <br /> (evieral covt+rac+or to con-firm exis+ino studs have vein. 2 #12 screws to top deflection <br /> track and to bo++ovn track. <br /> General Contractor to con-Hrvn bottom track is connected to slab with O,15 " diameter <br /> power acrivoted fasteners a+ 24" on center. <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com <br /> - 1110 <br />