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Project Name: 830 80th ST SW TI - CFS Calcs Page 1 of 1 <br /> Model: mandoor jamb Date:08/14/2024 <br /> Code: AISI S100-16w/S2-20 Simpson Strong-Tie®CFS DesignerTm 5.2.6.0 <br /> Section : 60OS125-33(33 ksi) @ 36"o.c. Single C Stud(punched) <br /> Maxo= 608.4 ft-lb Va= 638.1 lb I= 1.36 in^4 <br /> 1 Loads have not been modified for strength checks <br /> Loads have been multiplied by 0.70 for deflection calculations <br /> �• Bridging Connectors-Design Method =AIS1 S100 <br /> Axial Flexual, Stress <br /> Span KyLy, KtLt Distortional Connector Ratio <br /> Span Sheathed, Full, 126.0" N/A - <br /> Sheathed <br /> Web Crippling <br /> Bearing pa M <br /> 10.50 o Support Load (Ib) (in) (Ib) (ft-Ibs) Max Int. Stiffener? <br /> R2 78.75 1.00 152.8 0.0 0.27 NO <br /> ~ R1 78.75 1.00 152.8 0.0 0.27 NO <br /> "*"after support means punched near support <br /> Gravity Load <br /> Type Load (Ib) <br /> A Uniform 21.00plf <br /> Ply 68.001b @ 7.17ft <br /> Code Check Required Allowed Interaction Notes <br /> Span Max.Axial, Ibs 288.5(c) 1586.4(c) 18% K0=0.00 lb-in/in Max KL/r=64 <br /> Max. Shear, Ibs 78.8 638.1 12% Shear(Punched) <br /> Max. Moment(MaFy, Ma-dist),ft-Ibs 206.7 482.6 43% Ma-dist(control),Kq)=0.00 lb-in/in <br /> Moment Stability,ft-Ibs 206.7 608.4 34% <br /> Shear/Moment 0.34 1.00 34% Shear 0.0, Moment 206.7 <br /> Axial/Moment 0.55 1.00 55% Axial 187.5(c), Moment 205.3 <br /> Deflection Span, in 0.072 --meets L/1762-- <br /> Connector Anchor <br /> Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction <br /> R2 78.8 0.0 By Others&Anchorage Designed by Engineer NA NA <br /> Rl 78.8 288.5 By Others&Anchorage Designed by Engineer NA NA <br /> * Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com <br /> Page 3of3 <br />