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Coiling Door Header - <br />Lateral Design <br />Project Name: Jambs and Studs <br />Model: Header @ Coil Door - Lateral <br />Code: AISIS100-16 <br />96001b/ft <br />16.00 <br />Code Check <br />Span Max. Axial, Ibs <br />Max. Shear, Ibs <br />Max. Moment (MaFy, Ma-dist), ft-Ibs <br />Moment Stability, ft-Ibs <br />Shear/Moment <br />Axial/Moment <br />Deflection Span, in <br />Date: 01/17/2024 <br />Simpson Strong -Tie® CFS DesignerTM 5.0.1.0 <br />Section: (2) 60OT200-68 (50 ksi) Boxed Track (unpunched) <br />Maxo = 4853.3 ft-lb Va = 10700.6 lb I = 7.08 inA4 <br />Loads have not been modified for strength checks <br />Loads have not been modified for deflection calculations <br />Bridging Connectors - Design Method =AISI S100 <br />Axial <br />Flexual, Stress <br />Span KyLy, KtLt Distortional Connector Ratio <br />Span NA <br />None, N/A N/A - <br />Web Crippling <br />Bearing pa M <br />Support Load (lb) <br />(in) (lb) (ft-Ibs) Max Int. Stiffener? <br />R1 768.0 <br />1.00 1360.8 0.0 0.29 NO <br />R2 768.0 <br />1.00 1360.8 0.0 0.29 NO <br />"" after support means punched near support <br />squired Allowed <br />Interaction Notes <br />0.0(t) <br />0% K4)=0.00 lb-in/in Max KL/r = N/A <br />768.0 10700.6 <br />7% <br />3072.0 4853.3 <br />63% <br />3072.0 4853.3 <br />63% <br />0.63 1.00 <br />Shear 0.0, Moment 3072.0 <br />0.63 1.00 <br />63% <br />Axial 0.0(c), Moment 3072.0 <br />0.678 <br />1 --meets U283- <br /><100% <br />>U240% <br />Connector Anchor <br />Support Rx(lb) Ry(lb) Simpson Strong -Tie Connector Interaction Interaction <br />R1 0.0 768.0 By Others & Anchorage Designed by Engineer NA NA <br />R2 0.0 768.0 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 STROWO TIE COMPANY INC. <br />w .strongtie.com <br />