1610 E First St - 101118465 & 20182250 - Plan

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CFS Version 13.0.2 Page 1 Section: Interior Super Purlin Strong Axis.cfss eng60 Interior Super Purlin Strong Axis Caruso Turley Scott Inc. Rev. Date: 1/24/2024 3:23:09 PM By: eng60 Printed: 1/24/2024 3:29:31 PM Section Inputs ¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ Material: A653 HSLAS Grade 80 Apply cold work of forming strength increase. No inelastic reserve strength increase. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 80 ksi Tensile Strength, Fu 90 ksi Torsion Constant Override, J 0 in⁴ Warping Constant Override, Cw 0 in⁶ Purlin, Thickness 0.058 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.7500 270.000 0.11800 Single 0.000 0.0000 0.3750 2 2.5000 180.000 0.11800 Single 0.000 0.0000 1.2500 3 1.4062 90.000 0.11800 Single 0.000 0.0000 0.7031 4 0.2804 55.000 0.11800 None 0.000 0.0000 0.1402 5 0.5000 90.000 0.11800 None 0.000 0.0000 0.2500 6 0.2804 125.000 0.11800 None 0.000 0.0000 0.1402 7 3.2762 90.000 0.11800 Single 0.000 0.0000 1.6381 8 0.2804 55.000 0.11800 None 0.000 0.0000 0.1402 9 0.5000 90.000 0.11800 None 0.000 0.0000 0.2500 10 0.2804 125.000 0.11800 None 0.000 0.0000 0.1402 11 1.2062 90.000 0.11800 Single 0.000 0.0000 0.6031 12 1.2500 180.000 0.11800 Single 0.000 0.0000 0.6250 13 0.2080 90.000 0.03000 Single 0.000 0.0000 0.0900 14 1.1700 0.000 0.03000 Single 0.000 0.0000 0.5850 15 0.1500 315.000 0.03000 Single 0.000 0.0000 0.0750 16 1.1700 0.000 0.03000 Single 0.000 0.0000 0.5850 17 0.2080 90.000 0.03000 Single 0.000 0.0000 0.0900 18 1.2500 180.000 0.03000 Single 0.000 0.0000 0.6250 19 0.7500 90.000 0.11800 Single 0.000 0.0000 0.3750 10 1610 E First St - 101118465 & 201822505/7/2024