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Section: 362T125-43 (33 ksi) Single Track (unpunched) <br />Maxo =403.3 ft-lb 1739.1 lbVa =I =0.53 in^4 <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 />Span KyLy, KtLt <br />Flexual, <br />Distortional Connector <br />Stress <br />Ratio <br />Axial <br />Span NA None, N/A N/A - <br />Web Crippling <br />Support Load (lb)(in)Max Int.Stiffener? <br />Bearing Pa M <br />(lb)(ft-lbs) <br />R1*105.00 1.00 NO0.0 0.25208.2 <br />R2*105.00 1.00 NO0.0 0.25208.2 <br />"*" after support means punched near support <br />Code Check Required Interaction NotesAllowed <br />Max. Axial, lbs 0.0(t)0%KΦ=0.00 lb-in/in Max KL/r = N/A-Span <br />Max. Shear, lbs 105.0 6%1739.1 <br />Max. Moment (MaFy, Ma-dist), ft-lbs 52.5 13%403.3 <br />Moment Stability, ft-lbs 52.5 13%403.3 <br />Shear/Moment 0.13 13%Shear 0.0, Moment 52.51.00 <br />Deflection Span, in 0.002 --meets L/9941-- <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />NAR10.0 105.0 NABy Others & Anchorage Designed by Engineer <br />NAR20.0 105.0 NABy Others & Anchorage Designed by Engineer <br />* Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br />www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. <br />Project Name:1A <br />Model:1A <br />AISI S100-16w/S2-20Code: <br />Page 1 of 1 <br />Date: 03/15/2026 <br />Simpson Strong-Tie® CFS Designer™ 5.2.2.0 <br />9