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69 <br /> Ilup WoodWorks® <br /> SORWAAffOR WOOD Of ICN <br /> :;0q16 2 15 Post <br /> Mar. 16, 2023 11:34 <br /> Design Check Calculation Sheet <br /> Woodworks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Location [ft] Magnitude Unit <br /> Start End Start End <br /> PDL Dead Axial (Ecc. = 0.0011) 1540 lbs <br /> PLL Live Axial (Ecc. = 0.00") 2275 lbs <br /> Reactions (lbs): <br /> 8' <br /> cn o <br /> 0' <br /> 81 <br /> Unfactored: <br /> Lateral: <br /> Dead <br /> Live <br /> Axial: <br /> Dead 1540 1540 <br /> Live 2275 2275 <br /> Factored: <br /> L->R <br /> Load comb #1 #1 <br /> Lumber n-ply, Hem-Fir (N), No.1/No.2, 2x6, 3-ply (4-1/2"x5-1/2") <br /> Support: Non-wood <br /> Total length:8'; Volume=1.4 tuft. <br /> Pinned base; Built-up fastener: nails; Ke x Lb: 1.0 x 8.0=8.0 ft; Ke x Ld: 1.0 x 8.0 = 8.0 ft; <br /> This section PASSES the design code check. <br /> Analysis vs. Allowable Stress and Deflection using NDS 2018 : <br /> Criterion Analysis Value Design Value Unit Analysis/Design <br /> Axial fc = 154 Fc' = 511 psi fc/Fc' = 0.30 <br /> Axial Bearing fc = 154 Fc* = 1595 psi fc/Fc* = 0.10 <br /> Additional Data: <br /> FACTORS: F/E(psi) CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# <br /> Fc' 1450 1.00 1.00 1.00 0.321 1.100 - - 1.00 1.00 2 <br /> Fc* 1450 1.00 1.00 1.00 - 1.100 - - 1.00 1.00 2 <br /> CRITICAL LOAD COMBINATIONS: <br /> Axial : LC #2 = D + L <br /> D=dead L=live <br /> All LC's are listed in the Analysis output <br /> Load combinations: ASD Basic from ASCE 7-16 2.4 / TBC 2018 1605.3.1 <br />