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Project Name: partition brace <br />Model: Brace <br />Code: 2012 NASPEC [AISI S100-2012] <br />• 11 <br />8 <br />Simpson Strona-Tie Connectors <br />Page 1 of 1 <br />Date: 09/03/2020 <br />Simpson Strong-Tie(E) CFS DesignerT" 2.5.0.1 <br />Section : 362S162-43 (33 ksi) Single C Stud <br />Maxo = 705.1 Ft -Lb Va = 1739.1 lb I = 0.71 in^4 <br />Loads have not been modified for strength checks <br />Loads have been multiplied by 0.70 for deflection calculations <br />Bridaina Connectors - Design Method = AISI S100 <br />Simpson Strong -Tie <br />Span/Cantilever Bridging Connector Stress Ratio <br />Span N/A - <br />Shear and Web Crippling Checks <br />Bending and Shear (Unstiffened): N/A <br />Bending and Shear (Stiffened): NA <br />Web Stiffeners Required?: No <br />Connector Anchor <br />Support Rx(lb) Ry(lb) Simpson Strong -Tie Connector Interaction Interaction <br />R1 0 226 By Others & Anchorage Designed by Engineer NA NA <br />R2 0 0 By Others & Anchorage Designed by Engineer NA NA <br />* Reference catalog for connector and anchor requirement notes as well as screw placements requirement <br />Flexural and Deflection Check <br />Mmax <br />Mmax/ <br />Mpos <br />Span <br />Ft -Lb <br />Maxo <br />Ft -Lb <br />Span <br />0.0 <br />0.000 <br />0.0 <br />Distortional Buckling <br />Check <br />Span <br />K-phi <br />Lm Brac <br />Ma-d <br />lb-inlin <br />in <br />Ft -Lb <br />Span <br />0.00 <br />108.0 <br />680.3 <br />Combined Bendina <br />and Axial Load Details <br />Axial Lcl <br />Bracing(in) <br />Span <br />(lb) <br />KyLy <br />KtLt <br />Span <br />226.0(c) <br />None <br />None <br />SIMPSON STRONG -TIE COMPANY INC. <br />Bracing Ma(Brc) Mpos/ Deflection <br />(in) Ft -Lb Ma(Brc) (in) Ratio <br />None 307.4 0.000 0.000 L/0 <br />Mmaxl less than 1.0 - Good <br />Ma-d <br />0.000 <br />Max K-phi Lm Bracing Allow <br />KL/r (lb-in/in) (in) load(lb) P/Pa Valw <br />177 0.0 108.0 1313.8(c) 0.17 0.17 <br />www.strongtie.com <br />19 <br />