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CFS Version 13.0.2 Page 1 <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 />Analysis Inputs <br />¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ <br />General <br /> Member Orientation: Horizontal <br /> Calculate global buckling using specification equations <br /> Do not include torsion in member checks <br />Members <br /> Section File Revision Date and Time <br /> 1 Interior Super Purlin Strong Axis.cfss 1/24/2024 3:23:09 PM <br /> <br /> Material Area Length Weight <br /> (in²) (ft) (lb) <br /> 1 A653 HSLAS Grade 80 0.94981 22.500 72.661 <br /> Total 22.500 72.661 <br /> <br /> Start Loc. End Loc. Braced R kφ Lm ex ey <br /> (ft) (ft) Flange (lb) (ft) (in) (in) <br /> 1 0.000 22.500 Top 0.0000 0.0000 18.000 0.000 0.000 <br /> <br />Supports <br /> Type Location Bearing Fastened K <br /> (ft) (in) <br /> 1 XYT 0.000 1.00 Yes 1.0000 <br /> 2 XT 9.000 1.00 Yes 1.0000 <br /> 3 XYT 18.000 1.00 Yes 1.0000 <br /> 4 XT 22.500 1.00 Yes 1.0000 <br /> <br />Loading: D <br /> Type Angle Start Loc. End Loc. Start End <br /> (deg) (ft) (ft) Magnitude Magnitude <br /> 1 Distributed 90.000 0.000 22.500 -14.980 -14.980 lb/ft <br /> <br />Loading: Lr <br /> Type Angle Start Loc. End Loc. Start End <br /> (deg) (ft) (ft) Magnitude Magnitude <br /> 1 Distributed 90.000 0.000 22.500 -44.850 -44.850 lb/ft <br /> <br />12 1610 E First St - 101118465 & <br />201822505/7/2024