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CFS Version 13.0.2 Page 1 <br />Section: Edge Super Purlin Strong.cfss eng60 <br />Purlin Caruso Turley Scott Inc. <br />Rev. Date: 1/24/2024 3:47:21 PM <br />By: eng60 <br />Printed: 1/24/2024 3:54:37 PM <br /> <br />Section Inputs <br />¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ <br />Material: A653 HSLAS Grade 80 <br />Apply cold work of forming strength increase. <br />No inelastic reserve strength increase. <br />Modulus of Elasticity, E 29500 ksi <br />Yield Strength, Fy 80 ksi <br />Tensile Strength, Fu 90 ksi <br />Torsion Constant Override, J 0 in⁴ <br />Warping Constant Override, Cw 0 in⁶ <br /> <br />Purlin, Thickness 0.058 in <br />Placement of Part from Origin: <br />X to center of gravity 0 in <br />Y to center of gravity 0 in <br />Outside dimensions, Open shape <br /> Length Angle Radius Web k Hole Size Distance <br /> (in) (deg) (in) Coef. (in) (in) <br /> 1 1.0000 270.000 0.11800 Single 0.000 0.0000 0.5000 <br /> 2 2.5000 180.000 0.11800 Single 0.000 0.0000 1.2500 <br /> 3 7.6250 90.000 0.11800 Single 0.000 0.0000 3.8125 <br /> 4 1.2500 0.000 0.11800 Single 0.000 0.0000 0.6250 <br /> 5 0.1560 90.000 0.00010 None 0.000 0.0000 0.0570 <br /> 6 1.2500 180.000 0.00010 None 0.000 0.0000 0.6250 <br /> 7 0.7500 90.000 0.11800 None 0.000 0.0000 0.3750 <br /> <br />Direct Strength Parameters <br /> Prequalified Section: No <br /> Compression: Pcrl/Py = 0.11512 Pcrd/Py =1000.00000 <br /> Positive Mx: Mcrl/My = 1.14697 Mcrd/My = 1.22160 <br /> Negative Mx: Mcrl/My = 0.37778 Mcrd/My = 1.30661 <br /> Positive My: Mcrl/My = 1.10636 Mcrd/My = 1.16877 <br /> Negative My: Mcrl/My = 0.39532 Mcrd/My =1000.00000 <br /> Shear: Vcr/Vy(y)= 0.00000 Vcr/Vy(x)= 0.00000 <br />30 1610 E First St - 101118465 & <br />201822505/7/2024