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Section : 362S162-43 (33 ksi) @ 16 in" o.c. Single C Stud (punched) <br />Maxo =612.0 ft-lb 1739.1 lbVa =I =0.710 in^4 <br />Total Load - 240 <br />1. DL + LL All spans <br />2. DL + LL Even spans <br />3. DL + LL Odd spans <br />Deflection Limits: <br />Load Comb:4. LL All spans <br />5. LL Even spans <br />6. LL Odd spans <br />Live Load - 360 <br />Mmax <br />(ft-lb) <br />K-phi <br />(lb-in/in) <br />Lm <br />(in) <br />Ma-dist <br />(ft-lb) <br />Mmax/ <br />Ma min <br />Load <br />Comb. <br />TL <br />Defl <br />Load <br />Comb. <br />LL <br />Defl <br />Load <br />Comb. <br />Joist Flexural and Deflection <br />Span 122 0.0 84.0 609.6 0.201 1 L/1628 1 L/2442 4 <br />Support <br />Load <br />(lb) <br />Bearing <br />(in) <br />Pa <br />(lb) <br />Pn <br />(lb) <br />Max <br />Intr. <br />Load <br />Comb. <br />Stiffeners <br />Required <br />Joist Bending and Web Crippling <br />Load <br />Comb. <br />R1 70.0 1.00 276.7 484.3 0.13 1 NO1 <br />R2 70.0 1.00 276.7 484.3 0.13 1 NO1 <br />Support <br />Vmax <br />(lb) <br />Load <br />Comb. <br />Va <br />Factor V/Va M/Ma <br />Intr. <br />Unstiffened <br />Intr. <br />Stiffened <br />Joist Bending and Shear <br />Load <br />Comb. <br />Load <br />Comb. <br />R1 70.0 1 0.04 0.00 0.04 N/A1.000 1 N/A <br />R2 70.0 1 0.04 0.00 0.04 N/A1.000 1 N/A <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />Joist Reaction and Connections <br />NAR10.0 70.0 NABy Others & Anchorage Designed by Engineer <br />NAR20.0 70.0 NABy Others & Anchorage Designed by Engineer <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:cfs joist <br />Model:Floor Joist –1 <br />AISI S100-16w/S2-20Code: <br />Page 1 of 1 <br />Date: 03/15/2026 <br />Simpson Strong-Tie® CFS Designer™ 5.2.2.0 <br />8