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Project Name: 830 80th ST SW TI - CFS Calcs Page 1 of 1 <br /> Model: Wall Header Date:08/14/2024 <br /> Code: AISI S100-16w/S2-20 Simpson Strong-Tie®CFS DesignerTm 5.2.6.0 <br /> Section: (2)60OS162-43(33 ksi) Non-Composite C Stud (punched) <br /> Maxo= 2542.3 ft-lb Va= 2831.3 lb I= 4.63 in14 <br /> Loads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> 34.00 Ib/ft Bridging Connectors -Design Method=AISI S100 <br /> Axial Flexual, Stress <br /> Span KyLy, KtLt Distortional Connector Ratio <br /> R i 1 Rz I Span NA None,48.0" N/A - <br /> 4.00 Web Crippling <br /> Bearing Pa M <br /> Support Load(lb) (in) (lb) (ft-Ibs) Max Int. Stiffener? <br /> R1 --Shear Connection w/clip-- NO <br /> R2 --Shear Connection w/clip-- NO <br /> Code Check Required Allowed Interaction Notes <br /> Span Max.Axial, Ibs 0.0(t) - 0% KO=0.00 lb-in/in Max KL/r= N/A <br /> Max. Shear, Ibs 68.0 2480.6 3% Shear(Punched) <br /> Max. Moment(MaFy, Ma-dist),ft-Ibs 68.0 2175.8 3% Ma-dist(control),K0=0.00 lb-in/in <br /> Moment Stability,ft-Ibs 68.0 2483.7 3% <br /> Shear/Moment 0.03 1.00 3% Shear 68.0, Moment 0.0 <br /> Axial/Moment 0.03 1.00 3% Axial 0.0(c), Moment 68.0 <br /> Deflection Span, in 0.001 --meets L/33488-- <br /> Connector Anchor <br /> Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction <br /> R1 0.0 68.0 SSC2.25 Min (3#10)&(2)#10 to Carrying (20/33)(Side 30.22 % 41.21 % <br /> Attached) <br /> R2 0.0 68.0 SSC2.25 Min (3#10)&(2)#10 to Carrying (20/33)(Side 30.22% 41.21 % <br /> Attached) <br /> * Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtiexom <br /> Page 2 of 3 <br />