3716 UPLAND AVE 2018-03-27 - Laserfiche WebLink

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 Pail;ed 7 APO 20Th,4 0os>r,T Combined F00�1n File=d:\Documents1ENERCALC DataFiles\7421ec6 • ENERCALC INC 1983-2016,Build 6.16 3 30 Ver 6.0 25 LIG. .;KW-0O0 P131 . Licensee.STRUCTURAL. DESIGN ASSOCIATES Description: -None-- DESIGN SUMMARY Design OK Factor of Safety Item Applied Capacity Governing Load Combination PASS No OTM Overturning 0.0 k-ft 0.0 k-ft No OTM PASS No Sliding Sliding 0.0 k 3.639 k No Sliding PASS No Uplift Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.1208 Soil Bearing 0.1813 ksf 1.50 ksf D Only PASS 0.0 1-way Shear-Col#1 0.0 psi 75.0 psi +0.90D+1.60W+1.60H PASS 0.0 1-way Shear-Col#2 0.0 psi 75.0 psi +0.90D+1.60W+1.60H PASS 0.0 2-way Punching-Col#1 0.0 psi 150.0 psi +1.40D PASS 0.0 2-way Punching-Col#2 0.0 psi 150.0 psi +1.40D PASS 0.0 Flexure-Left of Col#1-Top 0.0 k-ft 96.777 k-ft +1.40D PASS 0.0 Flexure-Left of Col#1-Bottom 0.0 k-ft 96.777 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.0 Flexure-Between Cols-Top 0.0 k-ft 96.777 k-ft +1.40D PASS 0.0 Flexure-Between Cols-Bottom 0.0 k-ft 96.777 k-ft +1.40D PASS 0.0 Flexure-Right of Col#2-Top 0.0 k-ft 142.418 k-ft +1.40D PASS 0.0 Flexure-Right of Col#2-Bottom 0.0 k-ft 142.418 k-ft +1.40D Soil Bearing Eccentricity Actual Soil Bearing Stress Actual!Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0,121 +D+L+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+Lr+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+S+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0,121 +D+0.750Lr+0.750L+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+0.750L+0.750S+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+W+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+0.70E+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+0.750Lr+0.750L+0.750W+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+0.750L+0.750S+0.750W+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0,121 +D+0.750Lr+0.750L+0.5250E+H 7.25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +D+0.750L+0.750S+0.5250E+H 7,25 k 0.000 ft 0.18 ksf 0.18 ksf 1.50 ksf 0.121 +0.60D+W+H 4.35 k 0.000 ft 0.11 ksf 0.11 ksf 1.50 ksf 0,073 +0.60D+0.70E--H 4.35 k 0.000 ft 0.11 ksf 0.11 ksf 1.50 ksf 0.073 Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +D+L+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+Lr+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+S+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+W+H 0.00 0.00 999.000 0.00 0.00 999.000 +4J+0.70E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0,750L+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.7505+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+W+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+0,70E+H 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination.... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 3.64 k 999 +D+L+H 0.00 k 3.64 k 999 +D+Lr+H 0.00 k 3.64 k 999 +D+S+H 0.00 k 3.64 k 999 - ' s-