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Section : 600S162-43 (33 ksi) @ 16" o.c. Single C Stud (punched) <br />Maxo =1390.0 ft-lb 1415.7 lbVa =I =2.32 in^4 <br />Loads have not been modified for strength checks <br />Loads have been multiplied by 0.70 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 60.0", 420.0" LSUBH3.25 (Min) 0.13 <br />Web Crippling <br />Support Load (lb) (in)Max Int. Stiffener? <br />Bearing Pa M <br />(lb)(ft-lbs) <br />R2 116.7 --Shear Connection w/ clip--NO <br />R1 116.7 --Stud/Track Design, Ref Connectors--NO <br />Gravity Load <br />Type Load (lb) <br />Uniform 0.00plf <br />Code Check Required Interaction NotesAllowed <br />Max. Axial, lbs 0.0(t) 0%.˓ OELQLQ-Span <br />Max. Shear, lbs 116.7 9%6KHDU 3XQFKHG 1240.3 <br />Max. Moment (MaFy, Ma-dist), ft-lbs 1020.8 85%0DGLVW FRQWURO .˓ OELQLQ1205.1 <br />Moment Stability, ft-lbs 1020.8 92%1112.3 <br />Shear/Moment 0.73 73%6KHDU0RPHQW1.00 <br />Axial/Moment 0.73 73%$[LDO F 0RPHQW1.00 <br />Deflection Span, in 2.306 --meets L/182-- <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />10.46 %R2 116.7 0.0 19.13 %SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel <br />52.98 %R1 116.7 0.0 28.45 %600T125-33 (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:Stud Wall <br />Model:Full Height Wall <br />2012 NASPEC [AISI S100-2012]Code: <br />Page 1 of 1 <br />Date: 01/07/2026 <br />6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ <br />Page 28