Laserfiche WebLink
i <br /> Project Name: CFS Page 1 of 1 <br /> Model: Hanging Stud w/Kicker Date:03/09/2020 <br /> Code: 2012 NASPEC[AISI S100-2012] Simpson Strong-Tie®CFS Designer" 3.0.0.0 <br /> Section: 400S125-33(33 ksi)Single C Stud <br /> Maxo= 334.2 Ft-Lb Va= 975.9 lb I=0.52 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 /> Simpson Strong-Tie <br /> Span/CantiLever Bridging Connector Stress Ratio <br /> Bottom CantiLever N/A - <br /> Span N/A - <br /> 4.00 9.28 Shear and Web Crippling Checks <br /> Bending and Shear(Unstiffened): 2.5% Stressed @R1 <br /> Bending and Shear(Stiffened): NA <br /> Web Stiffeners Required?: No <br /> 1.00 9.28 <br /> Simpson Stronq-Tle®Connectors <br /> Connector Anchor <br /> Support Rx(Ib) Ry(Ib) Simpson Strong-Tie®Connector" Interaction Interaction <br /> R1 29 0 FCB43.5 Min(4#12-14)&(2)#12 SST X to A36 Steel 3.84% 3.65% <br /> R2 17.4 0 SCB45.5(2)&(2)#12 SST X to A36 Steel 3.55% 2.19% <br /> *Reference catalog for connector and anchor requirement notes as well as screw placements requirement <br /> Flexural and Deflection Check Deflection <br /> Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ <br /> Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio <br /> Bottom CantiLever 4.6 0.014 3.0 None 334.2 0.009 0.001 L/17627 <br /> Span 16.3 0.049 16.3 None 299.2 0.055 0.002 L/23314 <br /> Distortional Buckling Check <br /> Span K-phi Lm Brac Ma-d Mmax/ <br /> lb-in/in in Ft-Lb Ma-d <br /> Bottom CantiLever 0.00 12.0 341.7 0.014 <br /> Span 0.00 48.0 341.7 0.048 <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com <br /> 5 1k\ <br />