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Infill Wall Stud Design <br />Project Name: Jambs and Studs <br />Model: Infill Wall Stud <br />Code: AISIS100-16 <br />Date: 01/17/2024 <br />Simpson Strong -Tie® CFS DesignerTM 5.0.1.0 <br />Section: 362SI62-43 (33 ksi) Q 16" o.c. Single C Stud (punched) <br />Maxo = 612.0 ft-lb Va = 1739.1 lb I = 0.71 inA4 <br />Loads have not been modified for strength checks <br />Loads have been multiplied by 0.70 for deflection calculations <br />�� Bridging Connectors - Desian Method =AISI S100 <br />Axial Flexual, <br />Stress <br />Span KyLy, KtLt Distortional Connector <br />Ratio <br />Span 48.0", 48.0" 48.0", 72.0" LSUBH3.25 (Min) <br />0.86 <br />Web Crippling <br />Bearing Pa NI <br />Load (lb) (in) [lb) (ft-Ibs) Max Int. Stiffener? <br />R2 125.5 -Shear Connection w/ clip-- <br />NO <br />600 A1.84lb/ft R1 125.5-Studlrrack Design, Ref Connectors-- <br />NO <br />Gravity Load <br />Type Load (lb) <br />Uniform 20.00plf <br />F „ <br />Code Check Required Allowed Interaction Notes <br />Span Max. Axial, Ibs <br />120.0(c) 3036.0(c) 4% <br />Km=0.00 lb-in/In Max KUr = 79 <br />Max. Shear, Ibs <br />125.5 675.7 19% <br />Shear (Punched) <br />Max. Moment (MaFy, Ma-dist), ft-Ibs <br />188.3 609.6 31% <br />Ma-dist (control),1<0=0.00 lb-in/in <br />Moment Stability, ft-Ibs <br />188.3 599.0 31 % <br />Shear/Moment <br />0.31 1.00 <br />Shear 0.0, Moment 188.3 <br />Axial/Moment <br />0.34 1.00 <br />34% <br />Axial 61.9(c), Moment 188.1 <br />Deflection Span, in <br />0.041 meets U1765- 100% <br />>U240% v <br />Connector Anchor <br />Support Rx(lb) Ry(lb) <br />Simpson Strong -Tie Connector <br />Interaction Interaction <br />R2 125.5 0.0 SCB45.5(2) & Anchorage Designed by Engineer <br />20.58 % NA <br />R1 125.5 120.0 362T125-33 (33) & Anchorage Designed by Engineer 28.77 % NA <br />Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br />SIMPSON STRONG -TIE COMPANY INC. www.strongfe.com <br />M <br />