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Typical Header - Gravity Design <br />Project Name: Jambs and Studs <br />Model: Header @ Typical Door - Gravity <br />Date: 01/18/2024 <br />Code: AISI S100-16 <br />Simpson Strong -Tie® CFS DesignerT 5.0.1.0 <br />Section: (2) 600S162-54 (50 ksi) Boxed C Stud (punched) <br />Maxo - 4626.7 ft-lb Va = 5645.8 lb I = 5.72 in^4 <br />Loads have not been modified for strength checks <br />192.50 ib/rt <br />Loads have not been modified for deflection calculations <br />® <br />Bridaina Connectors - Design Method =AISI S100 <br />RI R2 <br />Axial Flexual, Stress <br />Span KvLy, KtLt Distortional Connector Ratio <br />6.67 <br />Span NA None, N/A N/A - <br />Web Cripplina <br />Bearing Pa M <br />Support Load (lb) (in) (lb) (ft-Ibs) Max Int. Stiffener? <br />R1 834.5 1.00 1197.9 0.0 0.36 NO <br />R2 834.5 1.00 1197.9 0.0 0.36 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% Kta=0.00 lb-in/in Max KUr = N/A <br />Max. Shear, Ibs <br />834.5 3894.8 21% Shear(Punched) <br />Max. Moment (MaFy, Ma-dist), ft-Ibs <br />1808.8 4626.7 39% <br />Moment Stability, ft-Ibs <br />1808.8 4626.7 39% <br />Shear/Moment <br />0.39 1.00 39% Shear 0.0, Moment 1808.8 <br />Axial/Moment <br />0.39 1.00 39%1 Axial 0.0(c), Moment 1808.8 <br />Deflection Span, in <br />0.145 1 --meets L/717-- <1 00% <br />>U360% / <br />Connector Anchor <br />Support Rx(lb) Ry(lb) <br />Simpson Strong -Tie Connector Interaction Interaction <br />R1 0.0 834.5 By <br />Others & Anchorage Designed by Engineer NA NA <br />R2 0.0 834.5 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 />www.strongtie.com <br />• II; <br />