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Typical Header - Laeral Design <br />Project Name: Jambs and Studs <br />Model: Header @ Typical Door - Lateral <br />Date: 01118/2024 <br />Code: AISI S100-16 <br />Simpson Strong -Tie® CFS Designer' 5.0.1.0 <br />Section: (2) 60OT150-54 (50 ksi) Boxed Track (unpunched) <br />Maxo = 3039.5 ft-lb Va = 5456.7 lb I = 4.80 inA4 <br />Loads have not been modified for strength checks <br />96.00lb/ft <br />Loads have not been modified for deflection calculations <br />Bridging Connectors - Design Method =AISI S700 <br />Ri Re2 <br />Axial Flexual, Stress <br />Span KyLy, KtLt Distortional Connector Ratio <br />8.67 <br />Span NA None, N/A N/A - <br />Web Crippling <br />Bearing pa M <br />Support Load (lb) (in) (lb) (ft-Ibs) Max Int. Stiffener? <br />RI 416.2 1.00 886.7 0.0 0.24 NO <br />R2 416.2 1.00 886.7 0.0 0.24 NO <br />""' after support means punched near support <br />Code Check <br />Required Allowed Interaction Notes <br />Span Max. Axial, Ibs <br />0.0(t) - 0% K(P=0.00 lb-in/in Max KL/r = N/A <br />Max. Shear, Ibs <br />416.2 5456.7 8% <br />Max. Moment (MaFy, Ma-dist), ft-Ibs <br />902.0 3039.5 30% <br />Moment Stability, ft-Ibs <br />902.0 3039.5 30% <br />Shear/Moment <br />0.30 1.00 30% Shear 0.0, Moment 902.0 <br />Axial/Moment <br />0.30 1.00 30%1 Axial 0.0(c), Moment 902.0 <br />Deflection Span, in <br />0.086 --meets L/120_7 <100% v, <br />>U240% <br />Connector Anchor <br />Support Rx(lb) Ry(lb) <br />Simpson Strong -Tie Connector Interaction Interaction <br />R1 0.0 416.2 By <br />Others & Anchorage Designed by Engineer NA NA <br />R2 0.0 416.2 By <br />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 />w .strongliexom <br />A07 <br />