3015 9TH ST BLDG 6 2023-08-02 - Laserfiche WebLink

ITitle Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: 1 and then using the"Printing& Project Descr: Title Block"selection, Title Block Line 6 Printed:22 SEP 2021, 2:54PM ood �iph t1 n file Rivers until r ta2 'Software c P19fiitgNEBG C ING't,.-. ---E ld i2�UB*d DESCRIPTION: Bottom-DF(NEW) Code References Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 6x6 End Fixities Top Free, Bottom Fixed Wood Grading/Manuf. Graded Lumber I Overall Column Height 5.67 ft Wood Member Type Sawn Used for non-slender calculations Exact Width Wood Species Douglas Fir-Larch 5.50 in Allow Stress Modification Factors Exact Depth 5.50 in Cf or Cv for Bending 1.0 Wood Grade No.1 Area 30.250 in^2 Cf or Cv for Compression 1.0 Fb+ 1,200.0 psi Fv 170.0 psi lx 76,255 in^4 Cf or Cv for Tension 1.0 Fb- 1,200.0 psi Ft 825.0 psi ly 76.255 in^4 Cm:Wet Use Factor 1.0 Fc Prll 1,000.0 psi Density 31.210 pcf Incising Factors r_t.:Temoermure Factor 1.0 Fc-Perp 625.0 psi Factors_. for Bending 0.80 Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial for Elastic Modulus 0.95 Kf:Built-up columns 1.0 s?:�_s.a Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr Cr::Repetitive? No Minimum 580.0 580.0 Brace condition for deflection(buckling)along columns: I X-X(width)axis: Unbraced Length for buckling ABOUT Y-Y Axis=5.67 ft,K=1. Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=5.67 ft,K=1. Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self Weight included:37.174 lbs*Dead Load Factor IAXIAL LOADS. .. Axial Load at 5.670 ft,D=1.950,L=2.990,S=1.125 k BENDING LOADS... Lat.Point Load at 5.830 ft creating Mx-x,E=0.8530 k IDESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.9875 1 Maximum SERVICE Lateral Load Reactions.. 1 Load Combination +D+0 0.0 k Bottom along Y-Y 0.8534 k Governing NDS Forumld 1 Comp+Mxx,NDS Eq.3.970E Top along Y-Y 3 Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.7688 in at 5.670 ft above base 1 Applied Axial Applied Mx 1.987 k -3.386 k-ft for load combination: E Only Applied My 0_0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 1,070.37 psi for load combination:nia I Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.1361 :1 Bending Compression Tension Load Combination +D+0.70E Location of max.above base 5.670 ft Applied Design Shear 29.608 psi Allowable Shear 217.60 psi Load Combination Results I 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 0.919 0.09928 PASS 0.0 ft 0.0 PASS 5.670 ft +D+L 1.000 0.908 0.2265 PASS 0.0 ft 0.0 PASS 5.670 ft +D+S 1.150 0.891 0.1255 PASS 0.0 ft 0.0 PASS 5.670 ft +D+0.750L 1.250 0.880 0.1590 PASS 0.0 ft 0.0 PASS 5.670 ft +D+0.750L+0.7505 1.154 0.891 0.2046 PASS 0.0 ft 0.0 PASS 5.670 ft +0.60D 1.600 0.836 0.03682 PASS 0.0 ft 0.0 PASS 5.670 ft +D+0.70E 1.600 0.836 0.9875 PASS 0.0 ft 0.1361 PASS 5.670 ft +D+0.750L+0.7505+0.5250E 1.600 0.836 0.8001 PASS 0.0 ft 0.1021 PASS 5.670 ft +0.60D+0.70E 1.600 0.836 0.9729 PASS 0.0 ft 0.1361 PASS 5.670 ft 1 89