3716 UPLAND AVE 2018-03-27 - Laserfiche WebLink

eik- Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 pwr:d I API.,cii, 0 25.,AM. 'WIZOC� COIUrrtt1 File=d:\Documents1ENERCALCDataFiles17421.ec6 ENERCALC,INC.1983-2016, • Build6,16.3.30,Ver:6.0.25 ; tic :# :KW-06008131': ' g �: 1.1cpnstio::'STRUCTURAL.,DESIGN ASSOCIATES::, Description: -None-- 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+0.7505+0.750W+H 1.600 0.145 0.3881 PASS 0.0 ft 0.0 PASS 9.50 ft +D+0.750Lr+0.750L+0.5250E+H 1.600 0.145 0.6656 PASS 0.0 ft 0.0 PASS 9.50 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.145 0.6656 PASS 0.0 ft 0,0 PASS 9.50ft +0.60D+W+H 1.600 0.145 0.03448 PASS 0.0 ft 0.0 PASS 9.50 ft +0.60D+0.70E+H 1.600 0.145 0.4449 PASS 0.0 ft 0.0 PASS 9.50 ft Maximum Reactions Note.Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 0.549 k +D+L+H k k 4.757 k +D+Lr+H k k 0.549 k +D+S+H k k 0.549 k +D+0.750Lr+0.750L+H k k 3.705 k +D+0.750L+0.750S+H k k 3.705 k +D+W+H k k 0.549 k +D+0.70E+H k k 0.549 k +D+0.750Lr+0.750L+0.750W+H k k 3.705 k +D+0.750L+0.750S+0.750W+H k k 3.705 k +D+0.750Lr+0.750L+0.5250E+H k k 3.705 k +D+0.750L+0,750S+0,5250E+H k k 3.705 k +0.60D+W+H k k 0.329 k +0.60D+0.70E+H k k 0.329 k D Only k k 0.549 k Lr Only k k k L Only k k 4.208 k S Only k k k W Only k k k E Only k k k H Only k k k Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0,000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.70E+H 0.0000 in 0.000 ft -0.090 in 9.500 ft +D+0.750Lr+0.750L+0.750W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.750W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.5250E+H 0.0000 in 0.000 ft -0.068 in 9.500 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft -0.068 in 9.500 ft +0.60D+W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.70E+H 0.0000 in 0.000 ft -0.090 in 9.500 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft -0.129 in 9.500 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft