4703 GREELY ST 2025-09-30 - Laserfiche WebLink

Title Block Line 1 Project Title: T You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed:22 FEB 2022,12:38PM Wood Column File:9476.ec6 Software copyright ENERCAI.C,INC.1983-2020,Bu7d:12.20517 DESCRIPTION: covered porch post - 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+0.750L+0.750S+0.450W+H 1.600 0.201 0.4056 PASS O.Oft 0.0 PASS 8.0 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.201 0.4056 PASS O.Oft 0.0 PASS 8.0 ft -+0.60D+0.60W+0.60H 1.600 0.201 0.09688 PASS O.Oft 0.0 PASS 8.0 ft +0.60D+0.70E+0.60H 1.600 0.201 0.09684 PASS 0.0ft 0.0 PASS 8.0 It Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+H 1.422 +D+L+H 1.422 +D+Lr+H 1.422 +D+S+H 4.291 4D+0.750Lr+0.750L+H 1.422 +D40.750L40.750S+H 3.574 +0+0.60W+H 1.422 -0.355 +D+0.70E+H 1.422 -0.080 +D+0.750Lr4O.750L+0.450W+H 1.422 -0.266 +D+0.750L+0.750S+0.450W+H 3.574 -0.266 +0+0.750L+0.750S+0.5250E+H 3.574 -0.060 +0.60D+0.60W+0.601-1 0.853 -0.355 +0.60D+0.70E+0.60H 0.853 -0.080 D Only 1.422 Lr Only L Only S Only 2.869 W Only -0.592 E Only -0.114 H Only Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance +D+H 0.0000 in 0.000 ft 0.0000 in 0.000 It +D+L+H 0.0000 in 0.000 It 0.0000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 It 0.0000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 It 0.0000 in 0.000 ft +0+0.60W+H 0.0000 in 0.000 It -0.0093 in 8.000 ft +0+0.70E+H 0.0000 in 0.000 ft -0.0021 in 8,000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft -0.0070 in 8.000 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft -0.0070 in 8.000 ft +D40.750L-0.750S+0.5250E+H 0.0000 in 0.000 ft -0.0016 in 8.000 It +0.60D+0.60W+0.60H 0.0000 in 0.000 ft -0.0093 in 8.000 ft +0.60D.+0.70E+0.60H 0.0000 In 0.000 ft -0.0021 in 8.000 ft D Only 0.0000 in 0.000 It 0.0000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.0000 in 0.000 It L Only 0.0000 in 0.000 It 0.0000 in 0.000 It S Only 0.0000 in 0.000 ft 0.0000 in 0.000 It W Only 0.0000 in 0.000 It -0.0155 in 8.000 It E Only 0.0000 in 0.000 ft -0.0030 in 8.000 It H Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft