4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

Title Block Line 1 Project Title: ZIA- -Yo 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:17 NOV 2021, 3:56PM DESCRIPTION: deck 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 0.331 0.3751 PASS 0.2852ft 0.01730 PASS 8.50 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.331 0.5890 PASS 0.2852ft 0.03118 PASS 8.50 ft +0.60D+0.60W+0.60H 1.600 0.331 0.2560 PASS 0.2852ft 0.02306 PASS 8.50 ft +0.60D+0.70E+0.60H 1,600 0.331 0.4609 PASS 0.2852 ft 0.04157 PASS 8.50 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reactton My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+H 0.379 +D+L+H 3.439 +D+Lr+H 0.379 +D+S+H 0.379 +D+0.750Lr+0.750L+H 2.674 +D+0150L+0.750S+H 2.674 +D+0.60W+H 0.054 -0.054 0.379 +D+0.70E+H 0.097 -0.097 0.379 +0+0.750Lr+0.750L+0.450W+H 0.041 -0.041 2.674 +D+0.750L+0.750S+0.450W+H 0.041 -0.041 2.674 +D+0.750L+0.750S+0.5250E+H 0,073 -0.073 2.674 +0.60D+0.60W+0.60H 0.054 -0.054 0.228 +0.60D+0.70E+0.60H 0.097 -0.097 0.228 D Only 0.379 Lr Only L Only 3.060 S only W Only 0.090 -0,090 E Only 0.139 -0.139 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 ft +D+L+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.0000 in 0A00 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 ft 0.0000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft -0.1513 in 3.651 ft +D+0.70E+H 0.0000 in 0.000 ft -0.2727 in 3.651 ft +D+0.750Lr+0.750L+0,450W+H 0.0000 in 0.000 ft -0.1135 in 3.651 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft -0.1135 in 3.651 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft -0.2045 in 3.651 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft -0.1513 in 3.651 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 ft -0.2727 in 3.651 ft D Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft LrOnly 0.0000 in 0.000 ft 0.0000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft S only 0.0000 in 0.000 ft 0.0000 in 0.000 ft W Only 0.0000 in 0.000 ft -0.2521 in 3.651 ft E Only 0.0000 in 0.000 ft -0.3896 in 3.651 ft H Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft