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Jamb Design @ Coiling <br />Door <br />Project Name: Jambs and Studs <br />Model: Coil Door Jamb <br />Code: AISI S100-16 <br />20.00 <br />y <br />I <br />Point Loads <br />P1x <br />Load(lb) <br />768.00 <br />X-Dist.(ft) <br />14.00 <br />9 <br />M <br />Date: 01117/2024 <br />Simpson Strong -Tie® CFS Designer'"' 5.0.1.0 <br />Section : (2) 60OS300-68 (50 ksi) @ 8" o.c. Back -To -Back C Stud (punched) <br />Maxo = 7215.9 ft-lb Va = 10700.6 lb I = 10.44 inA4 <br />Loads have not been modified for strength checks <br />Loads have not been modified for deflection calculations <br />Bridging Connectors - Desian Method =AISI S100 <br />Axial <br />Flexual, <br />Stress <br />Span <br />KyLy, KtLt <br />Distortional Connector <br />Ratio <br />Span <br />48.0", 48.0" <br />48.0", 240.0" <br />NIA <br />Web Crippling <br />r_ P „ <br />Bearing pa M <br />Support <br />Load (lb) (in) <br />(lb) (ft-Ibs) <br />Max Int. <br />Stiffener? <br />P1x <br />768.0 1.50 <br />7031.2 3494.4 <br />0.34 <br />NO <br />6.40lb/ft R2 <br />601.6 1.00 <br />4276.0 0.0 <br />0.06 <br />NO <br />R1 <br />294.4 1.00 <br />4276.0 0.0 <br />0.03 <br />NO <br />"'after support means punched near support <br />Gravity Load <br />Type Load (lb) <br />Uniform 10.00pif (Span) <br />Ply 2900.00Ib @ 14.00ft <br />Code Check Required Allowed Interaction Notes <br />Span Max. Axial, Ibs <br />3100.0(c) 17860.4(c) 17% <br />K0=0.00 lb-in/in Max KUr = 99 <br />Max. Shear, Ibs <br />601.6 5757.9 10% <br />Shear (Punched) <br />Max. Moment (MaFy, Ma-dist), it-Ibs <br />3494.4 6523.2 54% <br />Ma-dist (controi),K4)=0.00 lb-in/in <br />Moment Stability, ft-Ibs <br />3494.4 7215.9 48% <br />Shear/Moment <br />0.49 1.00 49% <br />Shear 563.3, Moment 3483.1 <br />Axial/Moment <br />0.75 1.00 <br />75% <br />Axial 2960.0(c), Moment 3494.4 <br />Deflection Span, in <br />0.650 meets U369-- <100% ., <br />U6 interconnection spacing (S10011.1), in <br />40 >U240% <br />See S10011.1 for add'nl Req'mts <br />Connector Anchor <br />Support Rx(lb) Ry(lb) <br />Simpson Strong -Tie Connector <br />Interaction Interaction <br />R2 601.6 0.0 By <br />Others & Anchorage Designed by Engineer <br />NA NA <br />R1 294.4 3100.0 By <br />Others & Anchorage Designed by Engineer <br />NA NA <br />' Reference catalog for connector and anchor requirement notes as well as screw placement <br />requirements <br />SIMPSON STRONG -TIE COMPANY INC. <br />w .strongtiexom <br />A16 <br />