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Section : 800S162-43 (33 ksi) @ 16" o.c. Single C Stud (punched) <br />Maxo =1678.4 ft-lb 1051.2 lbVa =I =4.50 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 48.0", 48.0"48.0", 396.0"LSUBH3.25 (Min)0.17 <br />Web Crippling <br />Support Load (lb)(in)Max Int.Stiffener? <br />Bearing Pa M <br />(lb)(ft-lbs) <br />R2 110.00 --Shear Connection w/ clip--NO <br />R1 110.00 --Stud/Track Design, Ref Connectors--NO <br />Gravity Load <br />Type Load (lb) <br />Uniform 13.33plf <br />Code Check Required Interaction NotesAllowed <br />Max. Axial, lbs 440.0(c)20%KΦ=0.00 lb-in/in Max KL/r = 1352204.9(c)Span <br />Max. Shear, lbs 110.0 10%Shear (Punched)1051.2 <br />Max. Moment (MaFy, Ma-dist), ft-lbs 907.5 59%Ma-dist (control),KΦ=0.00 lb-in/in1527.4 <br />Moment Stability, ft-lbs 907.5 57%1605.0 <br />Shear/Moment 0.54 54%Shear 0.0, Moment 907.51.00 <br />Axial/Moment 0.70 70%Axial 238.5(c), Moment 901.11.00 <br />Deflection Span, in 1.340 --meets L/296-- <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />9.87 %R2 110.0 0.0 18.03 %SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel <br />49.95 %R1 110.0 440.0 42.93 %800T125-33 (33) & (1) .157" SST PDPA/PDPAT-62KP to <br />steel (3/16" to 1/2" thickness) <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:McGuff CFS Designer <br />Model:Interior Full Height Wall Stud <br />2012 NASPEC [AISI S100-2012]Code: <br />Page 1 of 1 <br />Date: 03/12/2025 <br />Simpson Strong-Tie® CFS Designer™ 5.2.7.0