Laserfiche WebLink
Project Name: Page 1 of 1 <br /> Model: Header 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(punched) <br /> Maxo= 3356.8 ft-lb Va= 2102.3 lb I= 9.00 inA4 <br /> Loads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> 7,00 i" ti Bridging Connectors-Design Method=AISI S100 <br /> Axial Flexual, Stress <br /> Span KyLy, KtLt Distortional Connector Ratio <br /> A <br /> Span NA 60.0", 160.0" N/A - <br /> i3.33 Web Crippling <br /> Bearing Pa M <br /> Support Load(Ib) (in) (Ib) (ft-Ibs) Max Int. Stiffener? <br /> R1" 479.88 1.00 935.6 0.0 0.27 NO <br /> R2* 479.88 1.00 935.6 0.0 0.27 NO <br /> """after support means punched near support <br /> Code Check Required Allowed Interaction Notes <br /> Span Max.Axial, lbs 0.0(t) - 0% KO=0.00 lb-in/in Max KL/r=N/A <br /> Max. Shear, lbs 479.9 2102.3 23% Shear(Punched) <br /> Max. Moment(MaFy, Ma-dist),ft-lbs 1599.2 2951.3 54% Ma-dist(control),Kc=0.00 lb-in/in <br /> Moment Stability,ft-lbs 1599.2 2954.0 54% <br /> Shear/Moment 0.48 1.00 48% Shear 0.0, Moment 1599.2 <br /> Axial/Moment 0.54 1.00 54% Axial 0.0(c), Moment 1599.2 <br /> Deflection Span, in 0.193 --meets L/830-- <br /> Connector Anchor <br /> Support Rx(Ib) Ry(Ib) Simpson Strong-Tie Connector Interaction Interaction <br /> R1 0.0 479.9 By Others&Anchorage Designed by Engineer NA NA <br /> R2 0.0 479.9 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 /> 3 ) y 2 <br />