Laserfiche WebLink
Project Title: l `� <br /> Engineer: <br /> Project-lD': <br /> Project Descr: <br /> Wood Column Project File:10033.ec6 <br /> LIC#:kW-060t4008,Build:20.24.05.02 Structufal Design Assocliies (c)ERERCALC INC 1983-2023 <br /> DESCRIPTION: POST AT FOLDING WALL <br /> Code References <br /> Calculations per NDS 2018, IBC 2021,ASCE 7-16 <br /> Load Combinations Used :ASCE 7-16 <br /> General Information <br /> Analysis Method Allowable Stress Design Wood Section Name 4x6 <br /> End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber <br /> Overall Column Height 8 ft Wood Member Type Sawn <br /> (Used <br /> Exact Width 3.50 in Allow Stress Modification Factors <br /> Wood Species Douglas Fir-Larch <br /> Exact Depth 5.50 In Cf or Cv for Bending 1.30 <br /> Wood Grade No.2 <br /> Fb+ 900 psi Fv 180 psi Area 19.250 inA2 Cf or Cv for Compressioi 1.10 <br /> Fb- 900 psi Ft 575 psi Ix 48.526 inA4 Cf or Cv for Tension 1.30 <br /> Fc-Prll 1350 psi Density 31.21 pcf ly 19.651 inA4 Cm:Wet Use Factor 1.0 <br /> Fc-Perp 625 psi Ct:Temperature Fact 1.0 <br /> E: Modulus of Elasticity. . . x-x Bending y-y Bending Axial Cfu: Flat Use Factor 1.0Kf: Built-up Columns 1.0 <br /> Basic 1600 1600 1600 ksi Use Cr: Repetitive? No <br /> Minimum 580 580 Column Buckling Condition: <br /> ABOUT X-X Axis: Lux=9.0 ft, Kx=1.0 <br /> ABOUT Y-Y Axis: Luy=9.0 ft, Ky=1.0 <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Column self weight included : 33.377 Ibs*Dead Load Factor <br /> AXIAL LOADS . . . <br /> Axial Load at 8.0 ft, D= 1.293, S=0.5880 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.2135:1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +D+S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k <br /> Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k <br /> Location of max above base 0.0 ft Maximum SERVICE Load Lateral Deflections... <br /> At maximum location values are Along Y-Y 0.0 in at 0.0 ft above base <br /> Applied Axial 1.914 k for load combination : n/a <br /> Applied Mx 0.0 k-ft <br /> Applied My 0.0 k-ft Along X-X 0 0 in at 0.0 ft above base <br /> Fc:Allowable 465.776 psi for load combination: n/a <br /> Other Factors used to calculate allowable stresses. . . <br /> PASS Maximum Shear Stress Ratio= 0.0: 1 Bendinq Compression Tension <br /> Load Combination +0 60D <br /> Location of max.above base 8.0 ft <br /> Applied Design Shear 0.0 psi <br /> Allowable Shear 288.0 psi <br /> Load Combination Results <br /> Maximum Axial+Beading Stress Ratios Maximum Shear Ratios <br /> Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location <br /> D Only 0.900 0.340 0.1518 PASS 0.0ft 0.0 PASS 8.0 ft <br /> +D+S 1.150 0 273 0.2135 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+0.750S 1.150 0.273 01971 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +0.60D 1.600 0.201 0.08671 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments <br /> Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top <br /> D Only 1.326 <br /> +D+S 1.914 <br /> +D+0.750S 1.767 <br />