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.................. -------- <br /> Title Bloc Line ' -- ' <br /> You Gan change this area <br /> uo�g�e^Go�ng�menuhom ,"*°^ `"' <br /> ' Pn�w�Dmam� <br /> �d�onuo�gOmlz��nQ& <br /> Title Block"selection. <br /> Title Block Line 6 Printed:17 NOV 2021, 3:56PM <br /> ASSOCIATES <br /> DESCRIPTION: deck post <br /> Code References <br /> Cm|ou|mtkunn per ND82O18. IBC 2018'CBC2O19.ASC27-1O <br /> Load Combinations Used : IBC 2U18 <br /> Genecoi|nformadon <br /> Analysis Method Allowable Stress Design Wood Section Name 4x4 <br /> EndFixbins Top&Bottom Pinned Wood Gra4mV/Maovr Graded Lumber <br /> Overall Column Height 8.5 ft Wood Member Type Sawn <br /> (Used for non-slender calculations) <br /> Exact Width 3^50m Allow Stress Modification Factors <br /> Wood Species Hem Fir Exact Depth 3_50 in 0mCv for Bending 1.50 <br /> Wood Grade No.1 Area 12.250i,^z nrorov for Compression 1.150 <br /> Fb+ 975pai Fv 140 psi m 12.505 in°4 CfmC*for Tension 1,50 <br /> Fb' 975poi R 850poi ly 12505in"* cm:Wet Use Factor 1.6 <br /> FoPd| 850poi Density 26.84pd Incising Factors: 0:Temperature Factor 1.0 <br /> Fc Perp 405psi for Bending 0.80 Cfu:Flat Use Factor 1,0 <br /> E:Modulus of Elasticity... »«BendnQ y-y8»ndinQ Axial for Elastic Modulus 0f5 Kf:Built-up columns 1.0NLwazz <br /> Basic 1808 1300 1300kai Use Cr:Repetitive? No <br /> Minimum 470 470 <br /> Brace condition for deflection ng)along columns: <br /> X-X(width)axis: Uobmmd Length for buckling ABOUT YY Axis~V5 It,K~Il <br /> Y-Y(dupth)axis: Vobmoed Length for buckling ABOUT X-X Axis=8.5ft'K=1l <br /> Applied L adw Service loads tomm Load Factors willue applied fo mu| u <br /> Column self weiqht included: 194O8|ba°Dead Load Factor <br /> AXIAL LOADS... <br /> Axial Load at8.5O1t,D=0.3G0.L=3.O60k <br /> BENDING LOADS.. . <br /> Moment acbnq about X-X axis atO.25O1tVV=O.7G50.E=1182 k-ft <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axia|~BondioU Stress Ratio = 0_5890,1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +D+0.750L+0.75OS~Q5250E+H Top along vY 0.1391 k Bottom along vv 0.1301 k <br /> Governing woopvmmid1 Comp+YNxx. NOG Eq. 3.9'3 Top along x« 0.0 x Bottom along»x 0.0 k <br /> Location of max.above base 02852ft Maximum SERVICE Load Lateral Deflections... <br /> At maximum location values are... »lonwY« -0.3898in at 3.651 u oummmaso <br /> Applied Axial 2.874x for load combination: EOn|y <br /> Applied Mx '0.5997k-ft <br /> Applied My O.O�� mo��x 0.0 in atU.O ft above base <br /> Fu:���h� OO2.33p� �r�odoumk���oo�n� <br /> Other Factors used tocu|cumeeallowable stresoes... <br /> PASS Maximum Shear Stress Ratio~ 0.04157:1 BenQna Compression Tension <br /> Load Combination +D+070E+H <br /> Location of max.above base 8.50u <br /> Applied Design Shear 11,919psi <br /> Allowable Shear 280.720'mi <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination C D C P Stress Rabo Status Location Stress <br />