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CFS Version 13.0.2 Page 1 <br />Analysis: Interior Purlin Strong Axis Analysis SS+C.cfsa eng60 <br />Interior Weak Axis Analysis SS+C Caruso Turley Scott Inc. <br />SCF Arcadia Solar Canopy <br />Rev. Date: 1/24/2024 3:37:43 PM <br />By: eng60 <br />Printed: 1/24/2024 3:38:43 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 Weak Axis.cfss 1/24/2024 3:35:56 PM <br /> <br /> Material Area Length Weight <br /> (in²) (ft) (lb) <br /> 1 A653 HSLAS Grade 80 0.94983 22.500 72.662 <br /> Total 22.500 72.662 <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 Left 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 T 9.000 1.00 Yes 1.0000 <br /> 3 XYT 18.000 1.00 Yes 1.0000 <br /> 4 T 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 -2.6400 -2.6400 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 0.0000 0.0000 lb/ft <br /> <br />17 1610 E First St - 101118465 & <br />201822505/7/2024