10621 ROSEWOOD AVE 2025-07-30 - Laserfiche WebLink

Project Title: Engineer: GS Project ID: Project Descr: Wood Column Project File:23-102.ec6 LIC#:KW-06016378,Build:20.24.03.04 Zvelt Engineering Design,PLLC (c)ENERCALC INC 1983-2022 DESCRIPTION: Post at stair Code References Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used : IBC 2021 General Information Analysis Method Allowable Stress Design Wood Section Name 6x14 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 10 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width in Allow Stress Modification Factors Wood Species Douglas Fir-Larch(North) 5.50 Wood Grade No.1 Exact Depth 13.50 in Cf or Cv for Bending 0.9870 Area 74.250 inA2 Cf or Cv for Compressioi 0.9870 Fb+ 1,300.0 psi Fv 170.0 psi Ix 1,127.67 in^4 Cf or Cv for Tension 0.9870 Fb- 1,300.0 psi Ft 675.0 psi I Cm:Wet Use Factor 1.0 Fc-Prll 925.0 psi Density 30.590 pcf y 187.172 in n 4 Fc-Per Ct:Temperature Fact 1.0 P 625.0 psi Cfu:Flat Use Factor 1.0 E: Modulus of Elasticity. . . x-x Bending y-y Bending Axial Kf: Built-up columns 1.0 Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr: Repetitive? No Minimum 580.0 580.0 Column Buckling Condition: ABOUT X-X Axis: Lux=0.50 ft, Kx=1.0 ABOUT Y-Y Axis: Luy=10.0 ft,Ky=1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 157.730 Ibs* Dead Load Factor AXIAL LOADS . . . UO3:Axial Load at 10.0 ft, D=0.950, Lr=0.450, L=0.240 k Y-reaction stair 10.4k:Axial Load at 10.0 ft, D=0.010, L=0.0940 k BENDING LOADS. . . X-Reaction stair-2285.663 lb: Lat. Point Load at 5.0 ft creating My-y, E=2.286 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.8680: 1 Maximum SERVICE Lateral Load Reactions.. Load Combination +1.118D+1.750E Top along Y-ly 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp+Myy,NDS Eq.3.9-3 Top along X-k 1.143 k Bottom along X-X 1.143 k Location of max.above base 5.034 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are. Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 1.249 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 9.933 k-ft Along X X 0.2775 in at 5.034 ft above base Fc:Allowable 804.38 psi for load combination: E Only Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.1485: 1 Bending Compression Tension Load Combination +1.118D+1.750E Location of max.above base 10.0 ft Applied Design Shear 60.605 psi Allowable Shear 272.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.755 0.02428 PASS 0.0 ft 0.0 PASS 10.0 ft +D+L 1.000 0.722 0.02966 PASS 0.0 ft 0.0 PASS 10.0 ft +D+Lr 1.250 0.644 0.02872 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L 1.250 0.644 0.03125 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750L 1.150 0.674 0.02602 PASS 0.0 ft 0.0 PASS 10.0 ft +1.118D+1.750E 1.600 0.551 0.8680 PASS 5.034 ft 0.1485 PASS 10.0 ft +1.118D-1.750E 1.600 0.551 0.8680 PASS 5.034 ft 0.1485 PASS 10.0 ft +1.088D+0.750L+1.313E 1.600 0.551 0.6532 PASS 5.034 ft 0.1114 PASS 10.0 ft 6/11