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Project Name: Page 1 of 1 <br /> Model: Wall jamb Date:02/07/2024 <br /> Code: AISI S100-16w/S1-18 Simpson Strong-Tie®CFS DesignerTM 5.2.2.0 <br /> Section : (2)800S162-43(33 ksi) Non-Composite C Stud (unpunched) <br /> Maxo= 3356.8 ft-lb Va= 2102.3 lb I= 9.00 in^4 <br /> ILoads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> N Bridging Connectors-Design Method=AISI S100 <br /> Axial Flexual, Stress <br /> Span KyLy, KtLt Distortional Connector Ratio <br /> Span Sheathed, Full,288.0" N/A <br /> Sheathed <br /> Web Crippling <br /> Bearing Pa M <br /> Support Load(Ib) (in) (Ib) (ft-lbs) Max Int. Stiffener? <br /> 2a.00 o P . P1x 200.00 3.50 1459.1 1920.0 0.42 NO <br /> a «- <br /> R2 220.00 1.50 562.9 0.0 0.20 NO <br /> R1 220.00 1.50 562.9 0.0 0.20 NO <br /> "*"after support means punched near support <br /> Gravity Load <br /> y Type Load(Ib) <br /> Uniform 12p1f <br /> T <br /> Point Loads P1x <br /> Load(lb) 200.00 <br /> Y-Dist.(ft) 12.00 <br /> Code Check Required Allowed Interaction Notes <br /> Span Max.Axial, lbs 288.0(c) 6444.4(c) 4% K4)=0.00 lb-in/in Max KL/r=98 <br /> Max. Shear, lbs 220.0 2102.3 10% <br /> Max. Moment(MaFy, Ma-dist),ft-lbs 1920.0 3054.7 63% Ma-dist(control),K4)=0.00 lb-in/in <br /> Moment Stability,ft-lbs 1920.0 3356.8 57% <br /> Shear/Moment 0.57 1.00 57% Shear 100.0, Moment 1920.0 <br /> Axial/Moment 0.66 1.00 66% Axial 144.0(c), Moment 1920.0 <br /> Deflection Span, in 0.656 --meets L/439-- <br /> Connector Anchor <br /> Support Rx(Ib) Ry(Ib) Simpson Strong-Tie Connector Interaction Interaction <br /> R2 220.0 0.0 By Others&Anchorage Designed by Engineer NA NA <br /> R1 220.0 288.0 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 /> L11 ,\ 3 <br />