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Typical Jamb Design <br />Project Name: Jambs and Studs <br />Model: Typical Door Jamb <br />Code: AISI S100-16 <br />20.00 <br />y <br />I <br />Point Loads P1x <br />Date: 01/17/2024 <br />Simpson Strong -Tie® CFS Designer"" 5.0.1.0 <br />in : (2) 600S162-54 (50 Its!) Back -To -Back C Stud (punched) <br />= 4626.7 ft-lb Va = 5645.6 lb I = 5.72 W4 <br />Loads have not been modified for strength checks <br />Loads have not been modified for deflection calculations <br />Bridging Connectors - Deslan Method =AISI S100 <br />Axial Flexual, <br />Stress <br />Span KYLy, KtLt Distortional Connector <br />Ratio <br />Span 48.0", 48.0" 48.0", 240.0" <br />N/A <br />Web Crippling <br />Bearing pa M <br />Support Load (lb) (in) (lb) (ft-Ibs) <br />Max Int. <br />Stiffener? <br />Ptx 416.0 1.50 4607.3 2611.2 <br />0.38 <br />NO <br />1 �.801b/ft R2 294.4 1.00 2860.0 0.0 <br />0.05 <br />NO <br />P A R1 377.6 1.00 2860.0 0.0 <br />0.06 <br />NO <br />... after support means punched near support <br />Gravity Load <br />Type Load (lb) <br />Uniform Oplf <br />Ply 780.001b @ 8.00R <br />Load(lb) <br />X-Dist.(ft) <br />416.00 <br />8.00 <br />Code Check <br />Required <br />Allowed <br />Interaction <br />Notes <br />Span <br />Max. Axial, Ibs <br />780.0(c) <br />8901.0(c) <br />9% <br />K(P=0.00 lb-In/in Max KUr = 106 <br />Max. Shear, Ibs <br />377.6 <br />3894.8 <br />10% <br />Shear (Punched) <br />Max. Moment (MaFy, Ma-dist), ft-Ibs <br />2611.2 <br />3860.6 <br />68% <br />Ma -diet (control),KO=0.00 lb-infin <br />Moment Stability, ft-Ibs <br />2611.2 <br />4531.1 <br />58% <br />Shear/Moment <br />0.57 <br />1.00 <br />Shear 275.2, Moment 2611.2 <br />Axial/Moment <br />0.79 <br />1.00 <br />79% <br />Axial 780.0(c), Moment 2611.2 <br />Deflection Span, in <br />0.945 <br />kmeets U254- <br /><100% <br />U6 interconnection spacing (S10011.1), in 40 >L/240% See S10011.1 for add'nl Req'mts <br />Connector Anchor <br />Support Rx(lb) Ry(lb) Simpson Strong -Tie Connector Interaction Interaction <br />R2 294.4 0.0 By Others & Anchorage Designed by Engineer NA NA <br />R1 377.6 780.0 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. <br />www.wongue.com <br />A06 <br />