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Section : 800S162-54 (50 ksi) @ 12" o.c. Single C Stud (punched) <br />Maxo =3065.9 ft-lb 2091.3 lbVa =I =5.60 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)0.16 <br />Web Crippling <br />Support Load (lb)(in)Max Int.Stiffener? <br />Bearing Pa M <br />(lb)(ft-lbs) <br />P1x 39.00 1.50 NO1347.4 0.281377.7 <br />R2 81.09 1.00 NO0.0 0.07574.6 <br />R1 122.91 1.00 NO0.0 0.11574.6 <br />"*" after support means punched near support <br />Gravity Load <br />Type Load (lb) <br />Uniform 10.00plf <br />P1y 230.00lb @ 16.50ft <br />P1xPoint Loads <br />Load(lb)39.00 <br />16.50Y-Dist.(ft) <br />M1Moments <br />Load(ft-lb)-690.00 <br />16.50Y-Dist.(ft) <br />Code Check Required Interaction NotesAllowed <br />Max. Axial, lbs 560.0(c)19%KΦ=0.00 lb-in/in Max KL/r = 1352972.7(c)Span <br />Max. Shear, lbs 122.9 6%Shear (Punched)2091.3 <br />Max. Moment (MaFy, Ma-dist), ft-lbs 1347.4 49%Ma-dist (control),KΦ=0.00 lb-in/in2734.3 <br />Moment Stability, ft-lbs 1347.4 47%2846.4 <br />Shear/Moment 0.44 44%Shear 40.4, Moment 1347.41.00 <br />Axial/Moment 0.63 63%Axial 395.0(c), Moment 1347.41.00 <br />Deflection Span, in 1.128 --meets L/351-- <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />NAR281.1 0.0 NABy Others & Anchorage Designed by Engineer <br />NAR1122.9 560.0 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:McGuff CFS Designer <br />Model:Interior Full Height Wall Stud - Transformer Support <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