13-14626 - Laserfiche WebLink

Browse Search

. �.��. � ting �e=�:�zo,�,3-zrs(�en��s..�ilsai,�.a�nays�„3�z�9M�pn;�asn.ecs Combined F�r ENERCALC I�C._1983?013;Bpild;6.a3.5:3t,Ver6_13.5.31 Description Combined Footing Grid Line 1.3 DESIGN SUMMARY �. . � Ratio Item Applied Capacity Goveming Load Combination PASS 0.4774 Soil Bearing 1 194 ksf 2.50 ksf +D�0.750Lr+().750L+0.5250E+H PASS No OTM Overtuming 0.0 k-ft 0.0 k-ft No OTM PASS No Sliding Sliding 0.0 k 5.781 k No Sliding PASS No Uplift Uplifl 0.0 k 0.0 k No Uplifi PASS 0.3024 1-way Shear-Col#1 24.847 psi 82.158 psi +1.20D+1.60Lr+0.50L PASS 0.3073 1-way Shear-Col#2 25.247 psi 82.158 psi +1.20D+1.60L.r+0.50L PASS 0.07178 2-way Punching-Col#1 11 795 psi 164.317 psi +1.20D+1.60L.r+0.50L PASS 0.07079 2-way Punching-Col#2 11.632 psi 164.317 psi +1.20D+1.60L.r+0.50L PASS No Bending Flexure-Left of Col#1 -Top 0.0 k-ft 0.0 k-ft N/A PASS 0.01083 Flexure-Left of Col#1 -Bottom 0.8818 k-ft 81 439 k-ft +�40D PASS 0.5842 Flexure-Between Cols-Top -47.575 k-ft 81.439 k-ft +�.ZOD+�.60L.r+0.50L PASS No Bending Flexure-Between Cols-Bottom 0.0 k-ft 0.0 k-ft N!A PASS 0.003080 Flexure-Right of Col#2-Top -0.2508 k-ft 81 439 k-ft +0.90D+E+1.60H PASS 0.02231 Flexure-Right of Col#2-Bottom 1,817 k-ft 81.439 k-ft +1.20D+1.60L.r+0.50L Soil Bearing Eccentricity Actual Soil Bearing Stress Actual 1 Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Onlv 19.27 k -0.024 ft 0.46 ksf 0.45 ksf 2.50 ksf 0184 �� 19.27 k -0.024 ft 0.46 ksf 0 45 ksf 2.50 ksf 0184 *�*�� 43.77 k 0.046 ft 1.02 ksf 1.06 ksf 2.50 ksf 0 422 *�+S*� 19.27 k -0.024 ft 0.46 ksf 0 45 ksf 2.50 ksf 0184 +D+0.750Lr+0.750L+H 37.64 k 0.037 ft 0.88 ksf 0.90 ksf 2.50 ksf 0.362 +D+0.750L+0.750S+H 19.27 k -0.024 ft 0.46 ksf 0.45 ksf 2.50 ksf 0184 *�+W� 19.27 k -0.024 ft 0.46 ksf 0 45 ksf 2.50 ksf 0184 +D+0.70E+H 35.54 k -0.013 ft 0.85 ksf 0.84 ksf 2.50 ksf 0.338 +D+O 750Lr+0.750L+0 750W+H 37.64 k 0.037 ft 0.88 ksf 0.90 ksf 2,50 ksf 0.362 +D+0.750Lr+0.750L+0.5250E+H 49.84 k 0.028 ft 1 17 ksf 1.19 ksf 2.50 ksf 0 477 +D+0.750L+0.750S+0.750W+H 19.27 k -0.024 ft 0.46 ksf 0.45 ksf 2.50 ksf 0184 +D+0.750L+0.750S+0.5250E+H 31.47 k -0.015 ft 0.75 ksf 0 74 ksf 2.50 ksf 0.300 +0.60D+W+}� 11.56 k -0.024 ft 0.28 ksf 0.27 ksf 2.50 ksf 0111 +0.60D+0.70E+H 27.83 k -0.010 fl 0.66 ksf 0.66 ksf 2.50 ksf 0.265 Overtuming Stability Moments about LeR Edge k-ft Moments about Right Edge k-ft Load Combination... _ Overturning Resisting Ratio Overtuming Resisting Ratio � 0.00 0.00 999.000 0.00 0.00 999.000 D+Lr 0.00 0.00 999.000 0.00 0.00 999.000 0.6D+0.7E 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability -- __ Load Combination... _ Sliding Force Resisting Force Sliding SafetyRatio � 0.00 k 5.78 k ggg D+Lr 0.00 k 13.13 k 99g 0.6D+0.7E 0.00 k g,�2 k ggg Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn 0.6D+0 7E 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +1.40D 0.001 0.047 Bottom 1 166 Min Temo% 1.240 81 439 0.000 +1 40D 0.005 0.094 Bottom 1 166 Min Temo% 1.240 81 439 0.000 +1 40D 0.010 0141 Bottom 1 166 Min Temp% 1240 81 439 0.000 +1.40D 0.018 0.188 Bottom 1 166 Min Tem�% 1.240 81.439 0.000 +1 40D 0.028 0.235 Bottom 1 166 Min Temp% 1.240 81.439 0.000 +1.40D 0.041 0282 Bottom 1 166 Min Tem�°/a 1.240 81 439 0.000 +1 40D 0.055 0.329 Bottom 1 166 Min Temp% 1.240 81.439 0.001 +1 40D 0.072 0.376 Bottom 1.166 Min Tem�°/a 1.240 81.439 0.001 +1.40D 0.091 0.422 Bottom 1 166 Min Temp% 1.240 81439 0.001 +1 40D 0113 0 469 Bottom 1 166 Min Temp% 1.240 81439 0.001