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Typical Stud Design <br />Design <br />Project Name: Jambs and Studs <br />Model: Typical Wall Stud <br />Code: AISI S100-16 <br />2000, <br />�y <br />A <br />Date: 01 /17/2024 <br />Simpson Strong -Tie® CFS Designers" 5.0.1.0 <br />Section : 60OS16243 (33 ksi) @ 16" o.c. Single C Stud (punched) <br />Maxon 1271.1 ft-lb Va = 1415.7 lb I = 2.32 in44 <br />Loads have not been modified for strength checks <br />Loads have not been modified for deflection calculations <br />Bridoina Connectors - Design Method =AISI S100 <br />Axial Flexual, <br />Stress <br />Span KyLy, KtLt Distortional Connector <br />Ratio <br />Span 48.0", 48.0" 48.0", 240.0" LSUBH3.25 (Min) <br />0.22 <br />Web Crioolino <br />Bearing Pa M <br />Support Load (lb) (in) (lb) (ft-Ibs) Max Int. Stiffener? <br />R2 128.0 1.00 259.1 0.0 0.26 <br />NO <br />12.801b/ft R1 128.0 1.00 259.1 0.0 0.26 <br />NO <br />"*" after support means punched near support <br />Gravity Load <br />Type Load (Ib) <br />Uniform 7.87pif <br />Code Check <br />Required Allowed Interaction <br />Notes <br />Span Max. Axial, Ibs <br />157.3(c) 2768.6(c) 6% <br />Km=0.00 lb-in/in Max KL/r = 105 <br />Max. Shear, Ibs <br />128.0 1240.3 10% <br />Shear (Punched) <br />Max. Moment (MaFy, Ma-dist), ft-Ibs <br />640.0 1087.9 59% <br />Ma-dist (control),K(P=0.00 lb-in/in <br />Moment Stability, ft-Ibs <br />640.0 1219.5 52% <br />Shear/Moment <br />0.50 1.00 50% <br />Shear 0.0, Moment 640.0 <br />Axial/Moment <br />0.62 1.00 <br />62% <br />Axial 81.0(c), Moment 639.4 <br />Deflection Span, in <br />0.675 meets L/356-- <100% <br />.� <br />>U24000 <br />Connector Anchor <br />Support Rx(lb) Ry(lb) <br />Simpson Strong -Tie onnector <br />Interaction Interaction <br />R2 128.0 0.0 By <br />Others & Anchorage Designed by Engineer <br />NA NA <br />R1 128.0 157.3 By <br />Others & Anchorage Designed by Engineer <br />NA NA <br />Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br />SIMPSON STRONG I IL COMPANY INC. <br />www.strongUe.com <br />A04 <br />