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. <br /> .C9�lls&h��) Tacoma4, Designed: OMA Date: 11/1/2022 Project Number: 19.933 <br /> II 253-47 -9449 Washington <br /> Checked: CJT Date: 11/4/2022 15 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS.CONTINUED <br /> Deflection Check: <br /> do:. main=1.2 in allowable deflection per IBC Table 1604.3 <br /> 180 <br /> w:=S.b=225 plf <br /> IX:=26.628 in4 E:=29000 ksi <br /> 5•w•1 4 <br /> d:= main =0.688 in d =57.4% <br /> 384.E.I, da <br /> PER ATTACHED,COLD FORMED CS 10"x 3 1/2",12 GA.PURLINS ARE ADEQUATE <br /> Fully Braced Strength -AISI S100-16, US, ASD <br /> Material Type: A653 SS Grade 55, Fy=55 ksi <br /> Axial Positive Bending Positive Bending <br /> Pao 33.509 k Maxo 161.35 k-in Mayo 37.56 k-in <br /> Ae 1.0967 in2 Ixe 25.680 in4 Iye 2.873 in4 <br /> Ta 60.367 k Sxe(t) 4.8990 in3 Sye(1) 2.9300 in3 <br /> Sxe(b) 5.3972 in3 Sye(r) 1.1406 in3 <br /> Shear <br /> Vay 9.936 k Negative Bending Negative Bending <br /> Vax 12.252 k Maxo 161.35 k-in Mayo 35.22 k-in <br /> Ixe 25.680 in4 Iye 2.393 in4 <br /> Torsion Sxe(t) 5.3972 in3 Sye(1) 1.8956 in3 <br /> Ba 135.19 k-in2 Sxe(b) 4.8990 in3 Sye(r) 1.0695 in3 <br /> Member Check -AISI S100-16, US,ASD <br /> Material Type: A653 SS Grade 55, Fy=55 ksi <br /> Design Parameters: <br /> Lx 18.000 ft Ly 0.000 ft Lt 18.000 ft <br /> Kx 1.0000 Ky 1.0000 Kt 1.0000 <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 10 0 k <br /> Red. Factor, R: 0.4 Lm 18.000 ft <br /> Loads: P Mx Vy My Vx <br /> (k) (k-in) (k) (k-in) (k) <br /> Entered 0.000 116.98 2.708 0.00 0.000 <br /> Applied 0.000 116.98 2.708 0.00 0.000 <br /> Strength 15.231 144.05 9.936 22.78 12.252 <br /> Interaction Equations <br /> Eq. H1.2-1 (P, Mx, My) 0.000 + 0.812 + 0.000 = 0.812 <= 1.0 <br /> Eq. H2-1 (Mx, Vy) Sqrt(0.526 + 0.074)= 0.775 <= 1.0 <br /> Eq. H2-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 <br />