Laserfiche WebLink
Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />a'QQf GOIUtYt11---- - - - -- - - - Project Fite: ARMANDO GUILLEN-419 <br />LIC# : KW-06018037, Build:20.23.08.30 CHUCK YAGHI & ASSOCIATES <br />DESCRIPTION: 4x4 POST <br />Code References <br />Calculations per NDS 2018, IBC 2021, ASCE 7-16 <br />Load Combinations Used : IBC 2021 <br />General Information <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />-Appr ' d <br />fOR PERMIT ISSUANCE <br />RUSSELL, SANTA ANA.ec6 <br />(C)iENERCALC INC 1983-2023 <br />Master ID: <br />Date: <br />Analysis Method Allowable Stress Design <br />Wood Section Name 4x4 <br />End Fixities Top & Bottom Pinned <br />Wood Grading/Manuf. Graded Lumber <br />Overall Column Height <br />12.33 ft <br />Wood Member Type Sawn <br />Exact Width 3.50 in Allow Stress Modification Factors <br />Wood Species Douglas Fir -Larch <br />Exact Depth <br />p 3.50 In <br />Cf or Cv for Bending <br />1.50 <br />Wood Grade No.2 <br />Area 12.250 inA2 <br />Cf or Cv for Compressio <br />1.150 <br />Fb + 900.0 psi Fv <br />180.0 psi <br />Ix 12.505 inA4 <br />Cf or Cv for Tension <br />1.50 <br />Fb - 900.0 psi Ft <br />575.0 psi <br />I y 12.505 in 4 <br />Cm: Wet Use Factor <br />1.0 <br />Fc - Prll 1,350.0 psi Density <br />31.210 pcf <br />Ct :Temperature Fact <br />1.0 <br />=c - Perp 625.0 psi <br />Cfu : Flat Use Factor <br />1.0 <br />E - Modulus of Elasticity ... x-x Bending y-y Bending Axial <br />Kf :Built-up columns <br />1.0 <br />Basic 1,600.0 <br />1,600.0 1,600.0 ksi <br />Use Cr: Repetitive ? <br />No <br />Minimum 580.0 <br />580.0 Column Buckling Condition: <br />Fully braced against buckling <br />ABOUT X-X Axis <br />Fully braced against buckling <br />ABOUT Y-Y Axis <br />Applied Loads <br />__-Service loads entered. Load Factors will be applied for calculations. <br />Column self weight included : 32.736 Ibs * <br />Dead Load Factor <br />AXIAL LOADS ... <br />Axial Load at 12.330 ft, D = 0.7090, Lr = 1.013 k <br />BENDING LOADS ... <br />Lat. Uniform Load creating My-y, W = 0.01650, E = 0.00270 k/ft <br />DESIGN SUMMARY <br />.ending & Shear Check Results <br />PASS Max. Axial+Bending Stress Ratio = <br />0.1469 : 1 <br />Maximum SERVICE Lateral Load Reactions . . <br />Load Combination <br />+D+0.60W <br />Top along Y-Y 0.0 k <br />Bottom along Y-Y <br />0.0 k <br />Governing NDS Forumla Comp + Myy, NDS Eq. 3.9-3 <br />Top along X-k 0.1017 k <br />Bottom along X-X 0.1017 k <br />Location of max.above base <br />6.124 ft <br />Maximum SERVICE Load Lateral Deflections ... <br />At maximum location values are . <br />Along Y-Y 0.0 in at <br />0.0 ft above base <br />Applied Axial <br />0.7417 k <br />for load combination : n/a <br />Applied Mx <br />0.0 k-ft <br />Applied My <br />0.1881 k-ft <br />Along X-X 0.4335 in at <br />6.206 ft above base <br />Fc : Allowable <br />2,484.0 psi <br />for load combination : W Only <br />Other Factors used to calculate allowable stresses ... <br />PASS Maximum Shear Stress Ratio = <br />0.02595: 1 <br />Bending Co_mpressi-n <br />Tension <br />Load Combination <br />+D+0.60W <br />Location of max.above base <br />0.0 ft <br />Applied Design Shear <br />11.210 psi <br />Allowable Shear <br />288.0 psi <br />Load Combination Results <br />Maximum Axial + Bending Stress Ratios <br />Maximum Shear Ratios <br />Load Combination D <br />C P Stress Ratio Status Location <br />Stress Ratio Status Location <br />_C <br />D Only 0.900 <br />1.000 <br />0.04334 PASS O.Oft <br />0.0 PASS <br />12.330 ft <br />+D+Lr 1.250 <br />1.000 <br />0.07381 PASS O.Oft <br />0.0 PASS <br />12.330 ft <br />+D+0.750Lr 1.250 <br />1.000 <br />0.06316 PASS 0.0 ft <br />0.0 PASS <br />12.330 ft <br />+D+0.60W 1.600 <br />1.000 <br />0.1469 PASS 6.124It <br />0.02595 PASS <br />0.0 ft <br />+D+0.70E 1.600 <br />1.000 <br />0.02852 PASS 6.124ft <br />0.004954 PASS <br />0.0 ft <br />+D+0.750Lr+0.45OW 1.600 <br />1.000 <br />0.1121 PASS 6.124ft <br />0.01946 PASS <br />0.0 ft <br />+D+0.450W 1.600 <br />1.000 <br />0.1103 PASS 6.124ft <br />0.01946 PASS <br />0.0 ft <br />+D+0.5250E 1.600 <br />1.000 <br />0.02438 PASS O.Oft <br />0.003716 PASS <br />0.0 ft <br />+0.60D+0.60W 1.600 <br />1.000 <br />0.1465 PASS 6.124ft <br />0.02595 PASS <br />0.0 ft <br />