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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />',�f?f� Column File: ARMANDO GUILLEN-419 <br />LIC# : KW-06018037, Build:20.23.08.30 CHUCK YAGHI & ASSOCIATES <br />DESCRIPTION: FULL HT STUDS <br />Code References <br />Calculations per NDS 2018, IBC 2021, ASCE 7-16 <br />Load Combinations Used : IBC 2021 <br />General Information <br />Analysis Method Allowable Stress Design <br />End Fixities Top & Bottom Pinned <br />Overall Column Height <br />12.33 ft <br />Wood Species Douglas Fir -Larch <br />Wood Grade No.2 <br />Fb + 900.0 psi Fv <br />180.0 psi <br />Fb - 900.0 psi Ft <br />575.0 psi <br />Fc - Prll 1,350.0 psi Density <br />31.210 pcf <br />-;. - Perp 625.0 psi <br />E . Modulus of Elasticity ... x-x Bending <br />y-y Bending <br />Basic 1,600.0 <br />1,600.0 <br />Minimum 580.0 <br />580.0 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />/f I' <br />App 1� d <br />-MR -P€RMITTSSUANCE <br />RUSSELL. SANTA ANA.ec6 <br />(} ENERCAUC INC lb'3-2023 <br />Master ID: <br />Date: <br />Wood Section Name <br />2x4 <br />Wood Grading/Manuf. <br />Graded Lumber <br />Wood Member Type <br />Sawn <br />Exact Width <br />1.50 in Allow Stress Modification Factors <br />Exact Depth <br />3.50 in Cf or Cv for Bending <br />1.50 <br />Area <br />5.250 inA2 Cf or Cv for Comoressio <br />1.150 <br />Ix <br />5.359 inA4 Cf or Cv for Tension <br />1.50 <br />ly <br />0.9844 inA4 Cm : Wet Use Factor <br />1.0 <br />Ct : Temperature Faci <br />1.0 <br />Cfu : Flat Use Factor <br />1.0 <br />Axial <br />Kf : Built-up columns <br />1.0 <br />1,600.0 ksi <br />Use Cr: Repetitive ? <br />No <br />Column Buckling Condition: <br />Fully braced against <br />buckling ABOUT X-X Axis <br />Fully braced against <br />buckling ABOUT Y-Y Axis <br />Applied Loads <br />Column self weight included : 14.030 Ibs " Dead Load Factor <br />BENDING LOADS ... <br />Lat. Uniform Load creating My-y, W = 0.01650, E = 0.00270 k/ft <br />DESIGN SUMMARY <br />Bending & Shear Check Results <br />PASS Max. Axial+gentling Stress Ratio = <br />0.7963 : 1 <br />Load Combination <br />+D+0.60W <br />Governing NDS Forumla Comp + Myy, NDS Eq. 3.9-3 <br />Location of max.above base <br />6A24 ft <br />At maximum location values are. <br />Applied Axial <br />0.01403 k <br />Applied Mx <br />0.0 k-ft <br />Applied My <br />0.1881 k-ft <br />Fc : Allowable <br />2,484.0 psi <br />PASS Maximum Shear Stress Ratio = <br />0.06055: 1 <br />Load Combination <br />+D+0.60W <br />Location of max.above base <br />0.0 ft <br />Applied Design Shear <br />26.157 psi <br />Allowable Shear <br />288.0 psi <br />Load Combination Results <br />Load Combination <br />D Only <br />+D+0.60W <br />+D+0.70E <br />+D+0.450W <br />+D+0.5250E <br />+0.60D+0.60W <br />+0.60D+0.70E <br />Service loads entered. Load Factors will be applied for calculations. <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 0.1017 k Bottom along X-X 0.1017 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 X-X 5.507 in at 6.206 ft above base <br />for load combination : W Only <br />Other Factors used to calculate allowable stresses ... <br />Bending Compression Tension <br />Maximum Axial + Bending <br />Stress Ratios <br />C D <br />C P <br />Stress Ratio <br />Status <br />Location <br />0.900 <br />1.000 <br />0.001913 <br />PASS <br />0.0 ft <br />1.600 <br />1.000 <br />0.7963 <br />PASS <br />6.124 ft <br />1.600 <br />1.000 <br />0.1520 <br />PASS <br />6.124 ft <br />1.600 <br />1.000 <br />0.5972 <br />PASS <br />6.124 ft <br />1.600 <br />1.000 <br />0.1140 <br />PASS <br />6.124 ft <br />1.600 <br />1.000 <br />0.7963 <br />PASS <br />6.124 ft <br />1.600 <br />1.000 <br />0.1520 <br />PASS <br />6.124 ft <br />Maximum_ Shear _Ratios <br />Stress Ratio <br />Status <br />Location <br />0.0 <br />PASS <br />12.330 ft <br />0.06055 <br />PASS <br />0.0 ft <br />0.01156 <br />PASS <br />0.0 ft <br />0.04541 <br />PASS <br />0.0 ft <br />0.008670 <br />PASS <br />0.0 ft <br />0.06055 <br />PASS <br />0.0 ft <br />0,01156 <br />PASS <br />0.0 ft <br />