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67 <br /> WoodWorks® <br /> SD F1N'nAS fOR WOOD D61CN <br /> 214 Post <br /> Mar. 16, 2023 1121 <br /> MOVE <br /> Design Check Calculation Sheet <br /> Woodworks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Location [ft] Magnitude Unit <br /> Start End I Start End <br /> PDL Dead Axial (Ecc. = 0.00") 2540 1bs <br /> PLL Live Axial (ECC. = 0.00") 3160 lb <br /> Reactions (lbs): <br /> 8' <br /> o� <br /> _ ==:� -0 <br /> 0' <br /> 81 <br /> Unfactored: <br /> Lateral: <br /> Dead <br /> Live <br /> Axial: <br /> Dead 2540 2540 <br /> Live 3160 3160 <br /> Factored: <br /> L->R <br /> Load comb #1 #1 <br /> Timber-soft, Hem-Fir, No.2, 6x6 (5-1/2"x5-1/2") <br /> Support: Non-wood <br /> Total length:8';Volume=1.7 cu.ft.; Post or timber <br /> Finned base; Incised; 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 Nos 2018 : <br /> Criterion Analysis Value Design Value Unit Analysis/Design <br /> Axial fc = 188 Fc' = 394 psi fc/Fc' = 0.48 <br /> Axial Bearing fc = 188 Fc* = 460 psi fc/Fc* = 0.41 <br /> Additional Data: <br /> FACTORS: F/E(psi) CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# <br /> Fc' 575 1.00 1.00 1.00 0.856 1.000 - - 1.00 0.80 2 <br /> Fc* 575 1.00 1.00 1.00 - 1.000 - - 1.00 0.80 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 / IBC 2C18 1605.3.1 <br />........................... <br />