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Title Block Line 1 <br />You can change this area <br />using the 'Settings' menu item <br />and then using the 'Printing & <br />Title Block' selection. <br />Project Title: <br />Engineer: <br />Project Descr: <br />Project ID: <br />Pdmed:17JUL 2019, 3:46PM <br />VIIOOCI CO�UfY1tZ File=LUobs1241911910T:•TherapeuticHealthSer4icesRTUCherUrtn lneenngleverett:rpofu itcheckec8 . <br />ENERCALC. INC.198S-M17. Budd 6.17:4.30. Ver:6 o 4..M <br />Description: -.None-- <br />Code References <br />Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 <br />Load Combinations Used: ASCE 7-05 <br />General Information <br />Analysis Method: <br />Allowable Stress Design <br />Wood Section Name <br />4x6 <br />End Fixities <br />Top & Bottom Pinned <br />wood Grading[Manuf. <br />Graded Lumber <br />Overall Column Height <br />14.0 ft <br />Wood Member Type <br />Sawn <br />( Used for non -slender calculations ) <br />Wood Species Douglas Fir - Larch <br />Exact width <br />3.50 in Allow Stress Modification Factors <br />Wood Grade <br />No.2 <br />Exact Depth <br />5.50 in Cf or Cv for Bending <br />1.30 <br />Fb + <br />900.0 psi Fv <br />180.0 psi <br />Area <br />19.250 inA2 Cf or Cv for Compression <br />1.10 <br />Fb - <br />900.0 psi Ft <br />575.0 psi <br />Ix <br />48.526 inA4 Cf or Cv for Tension <br />1.30 <br />Fe - Prll <br />1,350.0 psi Density <br />31.20 pcf <br />ly <br />19.651 inA4 Cm: Wet Use Factor <br />1.0 <br />Fc - Perp <br />625.0 psi <br />Cl: Temperature Factor <br />1.0 <br />E : Modulus of Elasticity ... x-x Bending y-y Bending <br />Axial <br />Ciu : Flat Use Factor <br />1.0 <br />Kf : Built-up columns <br />1.0 �;as 15.32 <br />Basic 1,600.0 <br />1,600.0 <br />1,600.0 ksi <br />Use Cr: Repetitive ? <br />No <br />Minimum 580.0 <br />580.0 <br />Brace condition for deflection <br />(buckling) along columns : <br />X-X (width) axis: <br />Unbraced Length for X-X Axis buckling =14.0 ft. <br />K =1.0 <br />Y-Y (depth) axis: <br />Unbraced Length for X-X Axis buckling =14.0 ft, <br />K =1.0 <br />Applied Loads <br />-. <br />Service loads entered. Load Factors will be applied for Calculations. <br />Column self weight included: 58.392 Ibs' <br />AXIAL LOADS ... <br />dead: Axial Load at 14.0 ft, D = 0.30, S <br />DESIGN SUMMARY <br />Dead Load Factor <br />=1.0 k <br />- <br />Bending & Shear Check Results <br />PASS Max. Axial+Bending Stress Ratio = <br />0.3501 :1 <br />Load Combination <br />+D+S <br />Governing NDS Forumla Comp Only, fc/Fc' <br />Location of max.above base <br />0.0 ft <br />At maximum location values are. . <br />Applied Axial <br />1,358 k <br />Applied Mx <br />0.0 k-ft <br />Applied My <br />0.0 k-ft <br />Fc : Allowable <br />201.534 psi <br />PASS Maximum Shear Stress Ratio = <br />0.0 :1 <br />Load Combination <br />+0.60D <br />Location of max.above base <br />14.0 ft <br />Applied Design Shear <br />0.0 psi <br />Allowable Shear <br />288.0 psi <br />Load Combination Results <br />Load Combination <br />C D <br />C P <br />D Only <br />0.900 <br />0.150 <br />+D+S <br />1.150 <br />0.118 <br />+D+0.750S <br />1.150 <br />0.118 <br />+0.60D <br />1.600 <br />0.085 <br />................ .. <br />Maximum Reactions <br />X-X Axis Reaction <br />Load Combination <br />0 Base <br />® Top <br />+D+S <br />+D+0.750S <br />Maximum SERVICE Lateral Load Reactions. . <br />Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k <br />Top along X-X 0.0 k Bottom along X-X 0.0 k <br />Maximum SERVICE Load Lateral Deflections ... <br />Along Y-Y 0.0 in at 0.0 ft above base <br />for load combination: n/a <br />Along XA 0.0 in at 0.0 ft above base <br />for load combination : n/a <br />Other Factors used to calculate allowable stresses ... <br />Bending Compression Tension <br />Maximum Axial + Bending <br />Stress Ratios <br />Stress Ratio <br />Status <br />Location <br />0.09314 <br />PASS <br />0.0 ft <br />0.3501 <br />PASS <br />0.0 ft <br />0.2857 <br />PASS <br />0.0 ft <br />0.05499 <br />PASS <br />0.0 ft <br />k Y-Y Axis Reaction Axial Reaction <br />Base 0 Top @ Base <br />1.358 <br />1.108 <br />Maximum Shear Ratios <br />Stress Ratio <br />Status Location <br />0.0 <br />PASS 14.0 ft <br />0.0 <br />PASS 14.0 ft <br />0.0 <br />PASS 14.0 ft <br />0.0 <br />PASS 14.0 ft <br />Note: Only non -zero reactions are listed. <br />My - End Moments <br />k-ft Mx - End Moments <br />Base @ Top <br />@ Base @ Top <br />