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CFS Version 13.0.2 Page 3 <br />Analysis: Interior Purlin Strong Axis Analysis SS+C.cfsa eng60 <br />Interior Strong Axis Analysis SS+C Caruso Turley Scott Inc. <br />SCF Arcadia Solar Canopy <br />Rev. Date: 1/24/2024 3:28:54 PM <br />By: eng60 <br />Printed: 1/24/2024 3:29:31 PM <br /> <br />Load Combination: 0.67D+S+0.3Wup <br />Specification: AISI S100-16/S1-18, US, ASD <br />Inflection Point Bracing: No <br /> Loading Factor <br /> 1 D 0.670 <br /> 2 S 1.000 <br /> 3 Wup 0.300 <br /> <br />Member Check - AISI S100-16/S1-18, US, ASD <br />¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ <br />Load Combination: 0.67D+0.6Wup+0.5S <br />Design Parameters at 8.438 ft: <br />Lx 18.000 ft Ly 9.000 ft Lt 9.000 ft <br />Kx 1.0000 Ky 1.0000 Kt 1.0000 <br /> <br />Section: Interior Super Purlin Strong Axis.cfss <br />Material Type: A653 HSLAS Grade 80, Fy=80 ksi <br />Cbx 1.0000 Cby 1.0000 ex 0.0000 in <br />Cmx 1.0000 Cmy 1.0000 ey 0.0000 in <br />Braced Flange: Top kφ 0 lb <br />Red. Factor, R: 0 Lm 18.000 ft <br /> <br />Loads: P Mx Vy My Vx <br /> (lb) (k-ft) (lb) (k-ft) (lb) <br />Total 0 -1.7065 0 0.0000 0 <br />Applied 0 -1.7065 0 0.0000 0 <br />Strength 3908 3.2696 10423 0.8080 10902 <br /> <br />Interaction Equations <br />Eq. H1.2-1 (P, Mx, My) 0.000 + 0.522 + 0.000 = 0.522 <= 1.0 <br />Eq. H2-1 (Mx, Vy) Sqrt(0.055 + 0.000)= 0.234 <= 1.0 <br />Eq. H2-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 <br />14 1610 E First St - 101118465 & <br />201822505/7/2024