Units Final Footing Dimensions Length m Left OverHang 0.250 Force kN Right OverHang 0.300 Moment kNm Width 3.550 Pressure kN/m2 Thickness 0.550 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 109.875 71.326 71.437 109.986 100.000 110.000 1.000 1.000 102 1.000 109.782 73.311 73.487 109.959 100.000 110.000 1.000 1.000 103 1.000 109.875 71.326 71.437 109.986 100.000 110.000 1.000 1.000 104 1.000 109.875 71.326 71.437 109.986 100.000 110.000 1.000 1.000 105 1.000 109.875 71.326 71.437 109.986 100.000 110.000 1.000 1.000 106 1.000 109.875 71.326 71.437 109.986 100.000 110.000 1.000 1.000 107 1.000 77.181 61.692 93.336 108.826 100.000 110.000 1.000 1.011 108 1.000 109.875 71.326 71.437 109.986 100.000 110.000 1.000 1.000 109 1.000 109.638 65.526 53.422 97.534 100.000 110.000 1.000 1.003 110 1.000 109.875 71.326 71.437 109.986 100.000 110.000 1.000 1.000 111 1.000 109.268 72.715 72.882 109.435 100.000 110.000 1.000 1.005 112 1.000 109.268 72.715 72.882 109.435 100.000 110.000 1.000 1.005 113 1.000 109.268 72.715 72.882 109.435 100.000 110.000 1.000 1.005 114 1.000 109.268 72.715 72.882 109.435 100.000 110.000 1.000 1.005 115 1.000 92.567 69.839 86.995 109.723 100.000 110.000 1.000 1.003 116 1.000 109.268 72.715 72.882 109.435 100.000 110.000 1.000 1.005 117 1.000 109.951 68.296 59.995 101.650 100.000 110.000 1.000 1.000 118 1.000 109.268 72.715 72.882 109.435 100.000 110.000 1.000 1.005 119 1.000 108.886 68.987 69.120 109.018 100.000 110.000 1.000 1.009 120 1.000 108.886 68.987 69.120 109.018 100.000 110.000 1.000 1.009 121 1.000 108.886 68.987 69.120 109.018 100.000 110.000 1.000 1.009 122 1.000 108.886 68.987 69.120 109.018 100.000 110.000 1.000 1.009 123 1.000 67.389 54.673 95.700 108.415 100.000 110.000 1.000 1.015 124 1.000 108.886 68.987 69.120 109.018 100.000 110.000 1.000 1.009 125 1.000 109.853 63.512 48.359 94.700 100.000 110.000 1.000 1.001 126 1.000 108.886 68.987 69.120 109.018 100.000 110.000 1.000 1.009 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 0.702 1520.248 3439.500 21451.068 4896.811 14.110 102 1.000 1.778 1813.547 5527.140 27339.087 3108.434 15.075 103 1.000 0.702 1520.248 3439.500 21451.068 4896.811 14.110 104 1.000 0.702 1520.248 3439.500 21451.068 4896.811 14.110 105 1.000 0.702 1520.248 3439.500 21451.068 4896.811 14.110 106 1.000 0.702 1520.248 3439.500 21451.068 4896.811 14.110 107 1.000 158.963 544.473 2569.745 17981.160 16.166 33.025 108 1.000 0.702 1520.248 3439.500 21451.068 4896.811 14.110 109 1.000 -157.558 2496.023 6367.798 27679.409 40.416 11.089 110 1.000 0.702 1520.248 3439.500 21451.068 4896.811 14.110 111 1.000 1.563 1754.887 5121.041 26235.042 3276.486 14.950 112 1.000 1.563 1754.887 5121.041 26235.042 3276.486 14.950 113 1.000 1.563 1754.887 5121.041 26235.042 3276.486 14.950 114 1.000 1.563 1754.887 5121.041 26235.042 3276.486 14.950 115 1.000 128.172 974.268 4024.457 23091.324 31.399 23.701 116 1.000 1.563 1754.887 5121.041 26235.042 3276.486 14.950 117 1.000 -125.046 2535.506 7680.369 31033.820 61.421 12.240 118 1.000 1.563 1754.887 5121.041 26235.042 3276.486 14.950 119 1.000 0.632 1368.223 2553.326 18312.926 4039.076 13.384 120 1.000 0.632 1368.223 2553.326 18312.926 4039.076 13.384 121 1.000 0.632 1368.223 2553.326 18312.926 4039.076 13.384 122 1.000 0.632 1368.223 2553.326 18312.926 4039.076 13.384 123 1.000 158.893 392.449 1894.879 15100.471 11.926 38.478 124 1.000 0.632 1368.223 2553.326 18312.926 4039.076 13.384 125 1.000 -157.629 2343.998 4937.373 24007.970 31.323 10.242 126 1.000 0.632 1368.223 2553.326 18312.926 4039.076 13.384 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 316.422 1.785 328.648 1.039 202 1.000 0.000 1.735 0.000 N/A 203 1.000 316.422 1.785 328.648 1.039 204 1.000 316.422 1.785 328.648 1.039 205 1.000 316.422 1.785 328.648 1.039 206 1.000 316.422 1.785 328.648 1.039 207 1.000 295.755 1.785 305.510 1.033 208 1.000 316.422 1.785 328.648 1.039 209 1.000 363.751 1.735 365.549 1.005 210 1.000 316.422 1.785 328.648 1.039 211 1.000 310.189 1.835 323.236 1.042 212 1.000 310.189 1.835 323.236 1.042 213 1.000 310.189 1.835 323.236 1.042 214 1.000 310.189 1.835 323.236 1.042 215 1.000 315.137 1.785 317.385 1.007 216 1.000 310.189 1.835 323.236 1.042 217 1.000 348.204 1.785 349.608 1.004 218 1.000 310.189 1.835 323.236 1.042 219 1.000 403.152 1.285 405.384 1.006 220 1.000 403.152 1.285 405.384 1.006 221 1.000 403.152 1.285 405.384 1.006 222 1.000 403.152 1.285 405.384 1.006 223 1.000 555.633 0.985 558.909 1.006 224 1.000 403.152 1.285 405.384 1.006 225 1.000 407.881 1.385 409.315 1.004 226 1.000 403.152 1.285 405.384 1.006 Punching Shear Check Load Case Ultimate Factor Column 223 Column 224 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 61.337 1118.034 18.228 28.499 1118.034 39.230 202 1.000 0.000 0.000 N/A 0.000 0.000 N/A 203 1.000 61.337 1118.034 18.228 28.499 1118.034 39.230 204 1.000 61.337 1118.034 18.228 28.499 1118.034 39.230 205 1.000 61.337 1118.034 18.228 28.499 1118.034 39.230 206 1.000 61.337 1118.034 18.228 28.499 1118.034 39.230 207 1.000 53.538 1118.034 20.883 21.807 1118.034 51.270 208 1.000 61.337 1118.034 18.228 28.499 1118.034 39.230 209 1.000 75.002 1118.034 14.907 38.009 1118.034 29.415 210 1.000 61.337 1118.034 18.228 28.499 1118.034 39.230 211 1.000 58.801 1118.034 19.014 28.222 1118.034 39.615 212 1.000 58.801 1118.034 19.014 28.222 1118.034 39.615 213 1.000 58.801 1118.034 19.014 28.222 1118.034 39.615 214 1.000 58.801 1118.034 19.014 28.222 1118.034 39.615 215 1.000 57.239 1118.034 19.533 25.177 1118.034 44.407 216 1.000 58.801 1118.034 19.014 28.222 1118.034 39.615 217 1.000 69.718 1118.034 16.037 35.885 1118.034 31.156 218 1.000 58.801 1118.034 19.014 28.222 1118.034 39.615 219 1.000 92.720 1118.034 12.058 43.992 1118.034 25.414 220 1.000 92.720 1118.034 12.058 43.992 1118.034 25.414 221 1.000 92.720 1118.034 12.058 43.992 1118.034 25.414 222 1.000 92.720 1118.034 12.058 43.992 1118.034 25.414 223 1.000 150.888 1118.034 7.410 70.558 1118.034 15.846 224 1.000 92.720 1118.034 12.058 43.992 1118.034 25.414 225 1.000 93.179 1118.034 11.999 47.184 1118.034 23.695 226 1.000 92.720 1118.034 12.058 43.992 1118.034 25.414 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 172.719 1289.445 0.000 62579.944 4321.942 4362.683 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 202 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 203 1.000 172.719 1289.445 0.000 62579.944 4321.942 4362.683 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 204 1.000 172.719 1289.445 0.000 62579.944 4321.942 4362.683 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 205 1.000 172.719 1289.445 0.000 62579.944 4321.942 4362.683 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 206 1.000 172.719 1289.445 0.000 62579.944 4321.942 4362.683 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 207 1.000 215.602 1104.086 0.000 62579.944 4321.942 4362.683 #16@85 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 208 1.000 172.719 1289.445 0.000 62579.944 4321.942 4362.683 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 209 1.000 295.311 1513.902 8.393 58075.513 3989.868 4029.016 #16@55 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 210 1.000 172.719 1289.445 0.000 62579.944 4321.942 4362.683 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 211 1.000 176.115 1346.957 0.000 67556.566 4667.289 4709.622 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 212 1.000 176.115 1346.957 0.000 67556.566 4667.289 4709.622 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 213 1.000 176.115 1346.957 0.000 67556.566 4667.289 4709.622 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 214 1.000 176.115 1346.957 0.000 67556.566 4667.289 4709.622 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 215 1.000 210.336 1197.329 0.000 62579.944 4321.942 4362.683 #16@80 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 216 1.000 176.115 1346.957 0.000 67556.566 4667.289 4709.622 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 217 1.000 275.426 1521.266 0.000 62579.944 4321.942 4362.683 #16@60 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 218 1.000 176.115 1346.957 0.000 67556.566 4667.289 4709.622 #16@70 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 219 1.000 101.160 767.046 0.000 23463.806 1598.457 1635.750 #16@70 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 220 1.000 101.160 767.046 0.000 23463.806 1598.457 1635.750 #16@70 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 221 1.000 101.160 767.046 0.000 23463.806 1598.457 1635.750 #16@70 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 222 1.000 101.160 767.046 0.000 23463.806 1598.457 1635.750 #16@70 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 223 1.000 132.005 597.318 29.212 8956.589 601.439 624.397 #16@50 mm. o.c #10@110 mm. o.c #10@114 mm. o.c 224 1.000 101.160 767.046 0.000 23463.806 1598.457 1635.750 #16@70 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 225 1.000 213.708 996.542 46.476 29822.613 2036.976 2079.046 #16@60 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 226 1.000 101.160 767.046 0.000 23463.806 1598.457 1635.750 #16@70 mm. o.c #10@70 mm. o.c #10@75 mm. o.c Units Final Footing Dimensions Length m Left OverHang 0.300 Force kN Right OverHang 0.300 Moment kNm Width 2.850 Pressure kN/m2 Thickness 0.500 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 103.294 87.312 92.401 108.383 100.000 110.000 1.000 1.015 102 1.000 105.841 97.376 100.868 109.334 100.000 110.000 1.000 1.006 103 1.000 103.294 87.312 92.401 108.383 100.000 110.000 1.000 1.015 104 1.000 103.294 87.312 92.401 108.383 100.000 110.000 1.000 1.015 105 1.000 103.294 87.312 92.401 108.383 100.000 110.000 1.000 1.015 106 1.000 103.294 87.312 92.401 108.383 100.000 110.000 1.000 1.015 107 1.000 52.864 87.420 108.438 73.882 100.000 110.000 1.000 1.014 108 1.000 103.294 87.312 92.401 108.383 100.000 110.000 1.000 1.015 109 1.000 108.991 53.127 36.632 92.497 100.000 110.000 1.000 1.009 110 1.000 103.294 87.312 92.401 108.383 100.000 110.000 1.000 1.015 111 1.000 106.077 96.242 100.056 109.891 100.000 110.000 1.000 1.001 112 1.000 106.077 96.242 100.056 109.891 100.000 110.000 1.000 1.001 113 1.000 106.077 96.242 100.056 109.891 100.000 110.000 1.000 1.001 114 1.000 106.077 96.242 100.056 109.891 100.000 110.000 1.000 1.001 115 1.000 66.715 93.733 109.271 82.254 100.000 110.000 1.000 1.007 116 1.000 106.077 96.242 100.056 109.891 100.000 110.000 1.000 1.001 117 1.000 109.931 67.678 55.871 98.124 100.000 110.000 1.000 1.001 118 1.000 106.077 96.242 100.056 109.891 100.000 110.000 1.000 1.001 119 1.000 102.521 85.818 91.995 108.698 100.000 110.000 1.000 1.012 120 1.000 102.521 85.818 91.995 108.698 100.000 110.000 1.000 1.012 121 1.000 102.521 85.818 91.995 108.698 100.000 110.000 1.000 1.012 122 1.000 102.521 85.818 91.995 108.698 100.000 110.000 1.000 1.012 123 1.000 45.003 84.259 109.510 70.254 100.000 110.000 1.000 1.004 124 1.000 102.521 85.818 91.995 108.698 100.000 110.000 1.000 1.012 125 1.000 108.966 48.575 28.268 88.659 100.000 110.000 1.000 1.009 126 1.000 102.521 85.818 91.995 108.698 100.000 110.000 1.000 1.012 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 12.770 207.045 1473.111 7605.755 115.360 36.735 102 1.000 13.092 134.048 2324.437 9819.161 177.547 73.251 103 1.000 12.770 207.045 1473.111 7605.755 115.360 36.735 104 1.000 12.770 207.045 1473.111 7605.755 115.360 36.735 105 1.000 12.770 207.045 1473.111 7605.755 115.360 36.735 106 1.000 12.770 207.045 1473.111 7605.755 115.360 36.735 107 1.000 118.662 -671.512 2731.999 9403.644 23.023 14.004 108 1.000 12.770 207.045 1473.111 7605.755 115.360 36.735 109 1.000 -93.122 1085.603 2466.440 8489.579 26.486 7.820 110 1.000 12.770 207.045 1473.111 7605.755 115.360 36.735 111 1.000 13.027 148.647 2112.017 9346.683 162.120 62.878 112 1.000 13.027 148.647 2112.017 9346.683 162.120 62.878 113 1.000 13.027 148.647 2112.017 9346.683 162.120 62.878 114 1.000 13.027 148.647 2112.017 9346.683 162.120 62.878 115 1.000 97.741 -554.199 3321.097 10829.690 33.978 19.541 116 1.000 13.027 148.647 2112.017 9346.683 162.120 62.878 117 1.000 -71.686 851.494 3020.072 10023.945 42.129 11.772 118 1.000 13.027 148.647 2112.017 9346.683 162.120 62.878 119 1.000 11.493 186.341 1085.753 6509.965 94.473 34.936 120 1.000 11.493 186.341 1085.753 6509.965 94.473 34.936 121 1.000 11.493 186.341 1085.753 6509.965 94.473 34.936 122 1.000 11.493 186.341 1085.753 6509.965 94.473 34.936 123 1.000 117.385 -692.217 2154.810 8173.769 18.357 11.808 124 1.000 11.493 186.341 1085.753 6509.965 94.473 34.936 125 1.000 -94.399 1064.899 1913.840 7259.703 20.274 6.817 126 1.000 11.493 186.341 1085.753 6509.965 94.473 34.936 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 424.651 7.959 429.537 1.012 202 1.000 361.469 7.709 368.445 1.019 203 1.000 424.651 7.959 429.537 1.012 204 1.000 424.651 7.959 429.537 1.012 205 1.000 424.651 7.959 429.537 1.012 206 1.000 424.651 7.959 429.537 1.012 207 1.000 276.470 5.087 281.611 1.019 208 1.000 424.651 7.959 429.537 1.012 209 1.000 410.059 7.909 418.045 1.019 210 1.000 424.651 7.959 429.537 1.012 211 1.000 372.422 7.859 381.983 1.026 212 1.000 372.422 7.859 381.983 1.026 213 1.000 372.422 7.859 381.983 1.026 214 1.000 372.422 7.859 381.983 1.026 215 1.000 289.487 5.037 295.376 1.020 216 1.000 372.422 7.859 381.983 1.026 217 1.000 393.827 7.859 395.060 1.003 218 1.000 372.422 7.859 381.983 1.026 219 1.000 494.632 8.259 543.541 1.099 220 1.000 494.632 8.259 543.541 1.099 221 1.000 494.632 8.259 543.541 1.099 222 1.000 494.632 8.259 543.541 1.099 223 1.000 275.902 4.887 280.000 1.015 224 1.000 494.632 8.259 543.541 1.099 225 1.000 452.061 1.085 546.939 1.210 226 1.000 494.632 8.259 543.541 1.099 Punching Shear Check Load Case Ultimate Factor Column 227 Column 228 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 85.851 1118.034 13.023 116.372 1118.034 9.607 202 1.000 58.141 1118.034 19.230 90.010 1118.034 12.421 203 1.000 85.851 1118.034 13.023 116.372 1118.034 9.607 204 1.000 85.851 1118.034 13.023 116.372 1118.034 9.607 205 1.000 85.851 1118.034 13.023 116.372 1118.034 9.607 206 1.000 85.851 1118.034 13.023 116.372 1118.034 9.607 207 1.000 25.387 1118.034 44.040 48.513 1118.034 23.046 208 1.000 85.851 1118.034 13.023 116.372 1118.034 9.607 209 1.000 96.399 1118.034 11.598 96.503 1118.034 11.585 210 1.000 85.851 1118.034 13.023 116.372 1118.034 9.607 211 1.000 64.520 1118.034 17.329 97.699 1118.034 11.444 212 1.000 64.520 1118.034 17.329 97.699 1118.034 11.444 213 1.000 64.520 1118.034 17.329 97.699 1118.034 11.444 214 1.000 64.520 1118.034 17.329 97.699 1118.034 11.444 215 1.000 27.571 1118.034 40.552 55.523 1118.034 20.136 216 1.000 64.520 1118.034 17.329 97.699 1118.034 11.444 217 1.000 78.887 1118.034 14.173 93.094 1118.034 12.010 218 1.000 64.520 1118.034 17.329 97.699 1118.034 11.444 219 1.000 126.819 1118.034 8.816 165.680 1118.034 6.748 220 1.000 126.819 1118.034 8.816 165.680 1118.034 6.748 221 1.000 126.819 1118.034 8.816 165.680 1118.034 6.748 222 1.000 126.819 1118.034 8.816 165.680 1118.034 6.748 223 1.000 18.222 1118.034 61.355 43.430 1118.034 25.743 224 1.000 126.819 1118.034 8.816 165.680 1118.034 6.748 225 1.000 155.049 1118.034 7.211 119.921 1118.034 9.323 226 1.000 126.819 1118.034 8.816 165.680 1118.034 6.748 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 101.636 757.610 0.000 13326.978 1399.107 1434.010 #16@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 202 1.000 135.141 971.852 0.000 23934.781 2528.583 2575.432 #16@70 mm. o.c #10@55 mm. o.c #10@60 mm. o.c 203 1.000 101.636 757.610 0.000 13326.978 1399.107 1434.010 #16@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 204 1.000 101.636 757.610 0.000 13326.978 1399.107 1434.010 #16@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 205 1.000 101.636 757.610 0.000 13326.978 1399.107 1434.010 #16@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 206 1.000 101.636 757.610 0.000 13326.978 1399.107 1434.010 #16@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 207 1.000 185.922 815.967 71.111 34641.261 3708.622 3708.622 #12@60 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 208 1.000 101.636 757.610 0.000 13326.978 1399.107 1434.010 #16@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 209 1.000 138.961 837.114 2.784 15201.846 1598.457 1635.750 #16@65 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 210 1.000 101.636 757.610 0.000 13326.978 1399.107 1434.010 #16@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 211 1.000 107.473 775.138 0.000 17200.060 1811.080 1850.762 #16@80 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 212 1.000 107.473 775.138 0.000 17200.060 1811.080 1850.762 #16@80 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 213 1.000 107.473 775.138 0.000 17200.060 1811.080 1850.762 #16@80 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 214 1.000 107.473 775.138 0.000 17200.060 1811.080 1850.762 #16@80 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 215 1.000 172.828 819.926 39.129 31779.621 3401.500 3401.500 #12@55 mm. o.c #12@70 mm. o.c #10@50 mm. o.c 216 1.000 107.473 775.138 0.000 17200.060 1811.080 1850.762 #16@80 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 217 1.000 137.876 807.413 0.000 17200.060 1811.080 1850.762 #16@70 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 218 1.000 107.473 775.138 0.000 17200.060 1811.080 1850.762 #16@80 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 219 1.000 60.054 451.086 0.000 4668.051 481.722 502.292 #16@60 mm. o.c #10@125 mm. o.c #10@130 mm. o.c 220 1.000 60.054 451.086 0.000 4668.051 481.722 502.292 #16@60 mm. o.c #10@125 mm. o.c #10@130 mm. o.c 221 1.000 60.054 451.086 0.000 4668.051 481.722 502.292 #16@60 mm. o.c #10@125 mm. o.c #10@130 mm. o.c 222 1.000 60.054 451.086 0.000 4668.051 481.722 502.292 #16@60 mm. o.c #10@125 mm. o.c #10@130 mm. o.c 223 1.000 136.226 525.683 110.359 23934.781 2575.432 2575.432 #10@55 mm. o.c #10@55 mm. o.c #10@60 mm. o.c 224 1.000 60.054 451.086 0.000 4668.051 481.722 502.292 #16@60 mm. o.c #10@125 mm. o.c #10@130 mm. o.c 225 1.000 92.599 580.590 52.359 5802.839 601.439 624.397 #16@55 mm. o.c #10@110 mm. o.c #10@114 mm. o.c 226 1.000 60.054 451.086 0.000 4668.051 481.722 502.292 #16@60 mm. o.c #10@125 mm. o.c #10@130 mm. o.c Units Final Footing Dimensions Length m Left OverHang 0.250 Force kN Right OverHang 0.250 Moment kNm Width 3.600 Pressure kN/m2 Thickness 0.600 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 100.502 108.996 108.010 99.516 100.000 110.000 1.000 1.009 102 1.000 109.990 100.784 100.227 109.433 100.000 110.000 1.000 1.000 103 1.000 100.502 108.996 108.010 99.516 100.000 110.000 1.000 1.009 104 1.000 100.502 108.996 108.010 99.516 100.000 110.000 1.000 1.009 105 1.000 100.502 108.996 108.010 99.516 100.000 110.000 1.000 1.009 106 1.000 100.502 108.996 108.010 99.516 100.000 110.000 1.000 1.009 107 1.000 58.318 87.009 109.115 80.424 100.000 110.000 1.000 1.008 108 1.000 100.502 108.996 108.010 99.516 100.000 110.000 1.000 1.009 109 1.000 109.148 89.722 60.963 80.388 100.000 110.000 1.000 1.008 110 1.000 100.502 108.996 108.010 99.516 100.000 110.000 1.000 1.009 111 1.000 109.052 102.468 101.846 108.430 100.000 110.000 1.000 1.009 112 1.000 109.052 102.468 101.846 108.430 100.000 110.000 1.000 1.009 113 1.000 109.052 102.468 101.846 108.430 100.000 110.000 1.000 1.009 114 1.000 109.052 102.468 101.846 108.430 100.000 110.000 1.000 1.009 115 1.000 81.372 93.287 108.892 96.978 100.000 110.000 1.000 1.010 116 1.000 109.052 102.468 101.846 108.430 100.000 110.000 1.000 1.009 117 1.000 109.636 87.445 71.887 94.078 100.000 110.000 1.000 1.003 118 1.000 109.052 102.468 101.846 108.430 100.000 110.000 1.000 1.009 119 1.000 99.557 108.409 107.219 98.367 100.000 110.000 1.000 1.015 120 1.000 99.557 108.409 107.219 98.367 100.000 110.000 1.000 1.015 121 1.000 99.557 108.409 107.219 98.367 100.000 110.000 1.000 1.015 122 1.000 99.557 108.409 107.219 98.367 100.000 110.000 1.000 1.015 123 1.000 50.887 81.824 108.625 77.688 100.000 110.000 1.000 1.013 124 1.000 99.557 108.409 107.219 98.367 100.000 110.000 1.000 1.015 125 1.000 108.416 86.499 52.233 74.150 100.000 110.000 1.000 1.015 126 1.000 99.557 108.409 107.219 98.367 100.000 110.000 1.000 1.015 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 -6.182 -375.885 3919.776 27681.580 634.052 73.644 102 1.000 -6.926 574.048 7846.490 39324.762 1132.907 68.504 103 1.000 -6.182 -375.885 3919.776 27681.580 634.052 73.644 104 1.000 -6.182 -375.885 3919.776 27681.580 634.052 73.644 105 1.000 -6.182 -375.885 3919.776 27681.580 634.052 73.644 106 1.000 -6.182 -375.885 3919.776 27681.580 634.052 73.644 107 1.000 311.665 -1904.461 7081.954 33341.990 22.723 17.507 108 1.000 -6.182 -375.885 3919.776 27681.580 634.052 73.644 109 1.000 -324.029 1152.691 5749.879 30282.315 17.745 26.271 110 1.000 -6.182 -375.885 3919.776 27681.580 634.052 73.644 111 1.000 -6.777 384.062 6888.937 36906.816 1016.486 96.096 112 1.000 -6.777 384.062 6888.937 36906.816 1016.486 96.096 113 1.000 -6.777 384.062 6888.937 36906.816 1016.486 96.096 114 1.000 -6.777 384.062 6888.937 36906.816 1016.486 96.096 115 1.000 247.501 -838.798 9052.689 40184.809 36.576 47.908 116 1.000 -6.777 384.062 6888.937 36906.816 1016.486 96.096 117 1.000 -261.055 1606.922 9137.354 39433.952 35.002 24.540 118 1.000 -6.777 384.062 6888.937 36906.816 1016.486 96.096 119 1.000 -5.564 -338.296 2899.288 23707.741 521.090 70.080 120 1.000 -5.564 -338.296 2899.288 23707.741 521.090 70.080 121 1.000 -5.564 -338.296 2899.288 23707.741 521.090 70.080 122 1.000 -5.564 -338.296 2899.288 23707.741 521.090 70.080 123 1.000 312.283 -1866.872 5575.967 28876.948 17.855 15.468 124 1.000 -5.564 -338.296 2899.288 23707.741 521.090 70.080 125 1.000 -323.411 1190.279 4548.728 26174.511 14.065 21.990 126 1.000 -5.564 -338.296 2899.288 23707.741 521.090 70.080 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 383.930 1.735 384.257 1.001 202 1.000 0.000 1.785 0.000 N/A 203 1.000 383.930 1.735 384.257 1.001 204 1.000 383.930 1.735 384.257 1.001 205 1.000 383.930 1.735 384.257 1.001 206 1.000 383.930 1.735 384.257 1.001 207 1.000 479.596 1.535 484.509 1.010 208 1.000 383.930 1.735 384.257 1.001 209 1.000 322.289 1.885 338.499 1.050 210 1.000 383.930 1.735 384.257 1.001 211 1.000 322.399 1.885 328.529 1.019 212 1.000 322.399 1.885 328.529 1.019 213 1.000 322.399 1.885 328.529 1.019 214 1.000 322.399 1.885 328.529 1.019 215 1.000 362.933 1.785 377.871 1.041 216 1.000 322.399 1.885 328.529 1.019 217 1.000 324.617 1.885 338.499 1.043 218 1.000 322.399 1.885 328.529 1.019 219 1.000 516.621 1.185 527.772 1.022 220 1.000 516.621 1.185 527.772 1.022 221 1.000 516.621 1.185 527.772 1.022 222 1.000 516.621 1.185 527.772 1.022 223 1.000 500.062 14.251 514.197 1.028 224 1.000 516.621 1.185 527.772 1.022 225 1.000 401.605 1.385 409.315 1.019 226 1.000 516.621 1.185 527.772 1.022 Punching Shear Check Load Case Ultimate Factor Column 230 Column 231 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 70.963 1118.034 15.755 56.359 1118.034 19.838 202 1.000 0.000 0.000 N/A 0.000 0.000 N/A 203 1.000 70.963 1118.034 15.755 56.359 1118.034 19.838 204 1.000 70.963 1118.034 15.755 56.359 1118.034 19.838 205 1.000 70.963 1118.034 15.755 56.359 1118.034 19.838 206 1.000 70.963 1118.034 15.755 56.359 1118.034 19.838 207 1.000 92.802 1118.034 12.048 99.533 1118.034 11.233 208 1.000 70.963 1118.034 15.755 56.359 1118.034 19.838 209 1.000 59.473 1118.034 18.799 33.771 1118.034 33.106 210 1.000 70.963 1118.034 15.755 56.359 1118.034 19.838 211 1.000 60.561 1118.034 18.461 41.777 1118.034 26.762 212 1.000 60.561 1118.034 18.461 41.777 1118.034 26.762 213 1.000 60.561 1118.034 18.461 41.777 1118.034 26.762 214 1.000 60.561 1118.034 18.461 41.777 1118.034 26.762 215 1.000 67.655 1118.034 16.526 59.022 1118.034 18.943 216 1.000 60.561 1118.034 18.461 41.777 1118.034 26.762 217 1.000 62.702 1118.034 17.831 33.112 1118.034 33.765 218 1.000 60.561 1118.034 18.461 41.777 1118.034 26.762 219 1.000 122.330 1118.034 9.139 100.707 1118.034 11.102 220 1.000 122.330 1118.034 9.139 100.707 1118.034 11.102 221 1.000 122.330 1118.034 9.139 100.707 1118.034 11.102 222 1.000 122.330 1118.034 9.139 100.707 1118.034 11.102 223 1.000 87.481 1118.034 12.780 112.522 1118.034 9.936 224 1.000 122.330 1118.034 9.139 100.707 1118.034 11.102 225 1.000 87.120 1118.034 12.833 40.324 1118.034 27.727 226 1.000 122.330 1118.034 9.139 100.707 1118.034 11.102 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 112.004 1702.287 0.910 62901.921 3989.868 4029.016 #16@50 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 202 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 203 1.000 112.004 1702.287 0.910 62901.921 3989.868 4029.016 #16@50 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 204 1.000 112.004 1702.287 0.910 62901.921 3989.868 4029.016 #16@50 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 205 1.000 112.004 1702.287 0.910 62901.921 3989.868 4029.016 #16@50 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 206 1.000 112.004 1702.287 0.910 62901.921 3989.868 4029.016 #16@50 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 207 1.000 189.446 1972.198 4.744 44178.473 2761.710 2843.533 #20@55 mm. o.c #10@55 mm. o.c #10@55 mm. o.c 208 1.000 112.004 1702.287 0.910 62901.921 3989.868 4029.016 #16@50 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 209 1.000 206.385 1629.573 32.665 78767.318 5025.907 5069.834 #16@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 210 1.000 112.004 1702.287 0.910 62901.921 3989.868 4029.016 #16@50 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 211 1.000 126.757 1556.845 0.000 78767.318 5025.907 5069.834 #16@65 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 212 1.000 126.757 1556.845 0.000 78767.318 5025.907 5069.834 #16@65 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 213 1.000 126.757 1556.845 0.000 78767.318 5025.907 5069.834 #16@65 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 214 1.000 126.757 1556.845 0.000 78767.318 5025.907 5069.834 #16@65 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 215 1.000 193.286 1782.374 2.046 67780.696 4321.942 4362.683 #16@50 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 216 1.000 126.757 1556.845 0.000 78767.318 5025.907 5069.834 #16@65 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 217 1.000 201.782 1604.010 0.000 78767.318 5025.907 5069.834 #16@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 218 1.000 126.757 1556.845 0.000 78767.318 5025.907 5069.834 #16@65 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 219 1.000 65.883 1018.580 0.542 19351.345 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 220 1.000 65.883 1018.580 0.542 19351.345 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 221 1.000 65.883 1018.580 0.542 19351.345 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 222 1.000 65.883 1018.580 0.542 19351.345 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 223 1.000 144.596 1311.306 37.962 25413.783 1573.835 1635.750 #20@60 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 224 1.000 65.883 1018.580 0.542 19351.345 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 225 1.000 146.136 1039.523 81.399 32301.043 2036.976 2079.046 #16@60 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 226 1.000 65.883 1018.580 0.542 19351.345 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c Units Final Footing Dimensions Length m Left OverHang 0.250 Force kN Right OverHang 0.250 Moment kNm Width 3.000 Pressure kN/m2 Thickness 0.700 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 54.631 107.982 109.265 55.915 100.000 110.000 1.000 1.007 102 1.000 46.981 108.939 109.449 47.491 100.000 110.000 1.000 1.005 103 1.000 54.631 107.982 109.265 55.915 100.000 110.000 1.000 1.007 104 1.000 54.631 107.982 109.265 55.915 100.000 110.000 1.000 1.007 105 1.000 54.631 107.982 109.265 55.915 100.000 110.000 1.000 1.007 106 1.000 54.631 107.982 109.265 55.915 100.000 110.000 1.000 1.007 107 1.000 28.153 82.402 108.962 54.713 100.000 110.000 1.000 1.010 108 1.000 54.631 107.982 109.265 55.915 100.000 110.000 1.000 1.007 109 1.000 83.351 109.521 71.774 45.604 100.000 110.000 1.000 1.004 110 1.000 54.631 107.982 109.265 55.915 100.000 110.000 1.000 1.007 111 1.000 48.203 108.504 109.117 48.816 100.000 110.000 1.000 1.008 112 1.000 48.203 108.504 109.117 48.816 100.000 110.000 1.000 1.008 113 1.000 48.203 108.504 109.117 48.816 100.000 110.000 1.000 1.008 114 1.000 48.203 108.504 109.117 48.816 100.000 110.000 1.000 1.008 115 1.000 31.017 91.298 109.110 48.829 100.000 110.000 1.000 1.008 116 1.000 48.203 108.504 109.117 48.816 100.000 110.000 1.000 1.008 117 1.000 66.980 108.750 86.079 44.309 100.000 110.000 1.000 1.011 118 1.000 48.203 108.504 109.117 48.816 100.000 110.000 1.000 1.008 119 1.000 51.520 108.266 109.879 53.134 100.000 110.000 1.000 1.001 120 1.000 51.520 108.266 109.879 53.134 100.000 110.000 1.000 1.001 121 1.000 51.520 108.266 109.879 53.134 100.000 110.000 1.000 1.001 122 1.000 51.520 108.266 109.879 53.134 100.000 110.000 1.000 1.001 123 1.000 19.774 76.419 109.800 53.155 100.000 110.000 1.000 1.002 124 1.000 51.520 108.266 109.879 53.134 100.000 110.000 1.000 1.001 125 1.000 84.258 107.907 62.318 38.670 100.000 110.000 1.000 1.019 126 1.000 51.520 108.266 109.879 53.134 100.000 110.000 1.000 1.001 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 6.785 -2412.880 2599.245 22237.630 383.071 9.216 102 1.000 4.434 -3592.524 4077.616 27210.860 919.673 7.574 103 1.000 6.785 -2412.880 2599.245 22237.630 383.071 9.216 104 1.000 6.785 -2412.880 2599.245 22237.630 383.071 9.216 105 1.000 6.785 -2412.880 2599.245 22237.630 383.071 9.216 106 1.000 6.785 -2412.880 2599.245 22237.630 383.071 9.216 107 1.000 279.238 -3460.078 4324.712 26236.174 15.488 7.583 108 1.000 6.785 -2412.880 2599.245 22237.630 383.071 9.216 109 1.000 -265.668 -1365.683 3275.330 24285.583 12.329 17.783 110 1.000 6.785 -2412.880 2599.245 22237.630 383.071 9.216 111 1.000 4.904 -3356.596 3779.331 26271.182 770.652 7.827 112 1.000 4.904 -3356.596 3779.331 26271.182 770.652 7.827 113 1.000 4.904 -3356.596 3779.331 26271.182 770.652 7.827 114 1.000 4.904 -3356.596 3779.331 26271.182 770.652 7.827 115 1.000 222.867 -4194.353 5259.849 29250.145 23.601 6.974 116 1.000 4.904 -3356.596 3779.331 26271.182 770.652 7.827 117 1.000 -213.058 -2518.838 4315.342 27689.672 20.254 10.993 118 1.000 4.904 -3356.596 3779.331 26271.182 770.652 7.827 119 1.000 6.107 -2171.593 1832.639 18529.727 300.101 8.533 120 1.000 6.107 -2171.593 1832.639 18529.727 300.101 8.533 121 1.000 6.107 -2171.593 1832.639 18529.727 300.101 8.533 122 1.000 6.107 -2171.593 1832.639 18529.727 300.101 8.533 123 1.000 278.560 -3218.789 3243.821 22088.525 11.645 6.862 124 1.000 6.107 -2171.593 1832.639 18529.727 300.101 8.533 125 1.000 -266.346 -1124.396 2569.093 20907.489 9.646 18.594 126 1.000 6.107 -2171.593 1832.639 18529.727 300.101 8.533 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 499.338 1.435 540.287 1.082 202 1.000 510.598 15.198 559.279 1.095 203 1.000 499.338 1.435 540.287 1.082 204 1.000 499.338 1.435 540.287 1.082 205 1.000 499.338 1.435 540.287 1.082 206 1.000 499.338 1.435 540.287 1.082 207 1.000 566.260 15.298 582.119 1.028 208 1.000 499.338 1.435 540.287 1.082 209 1.000 537.356 1.435 570.328 1.061 210 1.000 499.338 1.435 540.287 1.082 211 1.000 476.454 15.298 535.123 1.123 212 1.000 476.454 15.298 535.123 1.123 213 1.000 476.454 15.298 535.123 1.123 214 1.000 476.454 15.298 535.123 1.123 215 1.000 498.233 15.248 504.315 1.012 216 1.000 476.454 15.298 535.123 1.123 217 1.000 482.938 1.385 551.709 1.142 218 1.000 476.454 15.298 535.123 1.123 219 1.000 390.700 1.235 527.475 1.350 220 1.000 390.700 1.235 527.475 1.350 221 1.000 390.700 1.235 527.475 1.350 222 1.000 390.700 1.235 527.475 1.350 223 1.000 294.237 14.848 300.420 1.021 224 1.000 390.700 1.235 527.475 1.350 225 1.000 454.084 10.136 565.373 1.245 226 1.000 390.700 1.235 527.475 1.350 Punching Shear Check Load Case Ultimate Factor Column 234 Column 235 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 93.075 1118.034 12.012 101.420 1118.034 11.024 202 1.000 89.285 1118.034 12.522 110.520 1118.034 10.116 203 1.000 93.075 1118.034 12.012 101.420 1118.034 11.024 204 1.000 93.075 1118.034 12.012 101.420 1118.034 11.024 205 1.000 93.075 1118.034 12.012 101.420 1118.034 11.024 206 1.000 93.075 1118.034 12.012 101.420 1118.034 11.024 207 1.000 93.122 1118.034 12.006 120.562 1118.034 9.273 208 1.000 93.075 1118.034 12.012 101.420 1118.034 11.024 209 1.000 102.396 1118.034 10.919 93.237 1118.034 11.991 210 1.000 93.075 1118.034 12.012 101.420 1118.034 11.024 211 1.000 85.432 1118.034 13.087 107.511 1118.034 10.399 212 1.000 85.432 1118.034 13.087 107.511 1118.034 10.399 213 1.000 85.432 1118.034 13.087 107.511 1118.034 10.399 214 1.000 85.432 1118.034 13.087 107.511 1118.034 10.399 215 1.000 71.914 1118.034 15.547 103.304 1118.034 10.823 216 1.000 85.432 1118.034 13.087 107.511 1118.034 10.399 217 1.000 93.800 1118.034 11.919 100.207 1118.034 11.157 218 1.000 85.432 1118.034 13.087 107.511 1118.034 10.399 219 1.000 83.173 1118.034 13.442 93.032 1118.034 12.018 220 1.000 83.173 1118.034 13.442 93.032 1118.034 12.018 221 1.000 83.173 1118.034 13.442 93.032 1118.034 12.018 222 1.000 83.173 1118.034 13.442 93.032 1118.034 12.018 223 1.000 30.741 1118.034 36.370 34.101 1118.034 32.786 224 1.000 83.173 1118.034 13.442 93.032 1118.034 12.018 225 1.000 99.804 1118.034 11.202 80.657 1118.034 13.862 226 1.000 83.173 1118.034 13.442 93.032 1118.034 12.018 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 62.681 2039.506 5.791 38714.784 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 202 1.000 74.297 2253.388 8.622 42966.114 2459.117 2575.432 #25@65 mm. o.c #10@55 mm. o.c #10@60 mm. o.c 203 1.000 62.681 2039.506 5.791 38714.784 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 204 1.000 62.681 2039.506 5.791 38714.784 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 205 1.000 62.681 2039.506 5.791 38714.784 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 206 1.000 62.681 2039.506 5.791 38714.784 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 207 1.000 126.858 1963.253 8.365 34684.877 1974.676 2079.046 #25@65 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 208 1.000 62.681 2039.506 5.791 38714.784 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 209 1.000 136.542 2179.680 3.204 38714.784 2210.260 2320.603 #25@65 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 210 1.000 62.681 2039.506 5.791 38714.784 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 211 1.000 59.518 1802.341 6.898 34684.877 1974.676 2079.046 #25@75 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 212 1.000 59.518 1802.341 6.898 34684.877 1974.676 2079.046 #25@75 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 213 1.000 59.518 1802.341 6.898 34684.877 1974.676 2079.046 #25@75 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 214 1.000 59.518 1802.341 6.898 34684.877 1974.676 2079.046 #25@75 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 215 1.000 110.786 1744.456 8.967 38714.784 2246.743 2320.603 #20@55 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 216 1.000 59.518 1802.341 6.898 34684.877 1974.676 2079.046 #25@75 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 217 1.000 117.570 1903.232 4.838 34684.877 1974.676 2079.046 #25@70 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 218 1.000 59.518 1802.341 6.898 34684.877 1974.676 2079.046 #25@75 mm. o.c #10@60 mm. o.c #10@65 mm. o.c 219 1.000 37.792 1223.085 3.475 23923.697 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 220 1.000 37.792 1223.085 3.475 23923.697 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 221 1.000 37.792 1223.085 3.475 23923.697 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 222 1.000 37.792 1223.085 3.475 23923.697 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 223 1.000 115.600 1159.679 6.159 78570.956 4667.289 4709.622 #16@85 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 224 1.000 37.792 1223.085 3.475 23923.697 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 225 1.000 106.471 1368.313 29.880 23923.697 1376.077 1434.010 #20@50 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 226 1.000 37.792 1223.085 3.475 23923.697 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c Units Final Footing Dimensions Length m Left OverHang 0.250 Force kN Right OverHang 0.250 Moment kNm Width 4.500 Pressure kN/m2 Thickness 0.650 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 109.760 63.354 62.990 109.396 100.000 110.000 1.000 1.002 102 1.000 109.431 67.711 67.439 109.159 100.000 110.000 1.000 1.005 103 1.000 109.760 63.354 62.990 109.396 100.000 110.000 1.000 1.002 104 1.000 109.760 63.354 62.990 109.396 100.000 110.000 1.000 1.002 105 1.000 109.760 63.354 62.990 109.396 100.000 110.000 1.000 1.002 106 1.000 109.760 63.354 62.990 109.396 100.000 110.000 1.000 1.002 107 1.000 72.425 55.501 92.377 109.301 100.000 110.000 1.000 1.006 108 1.000 109.760 63.354 62.990 109.396 100.000 110.000 1.000 1.002 109 1.000 109.714 57.094 38.211 90.831 100.000 110.000 1.000 1.003 110 1.000 109.760 63.354 62.990 109.396 100.000 110.000 1.000 1.002 111 1.000 109.284 66.963 66.678 108.999 100.000 110.000 1.000 1.007 112 1.000 109.284 66.963 66.678 108.999 100.000 110.000 1.000 1.007 113 1.000 109.284 66.963 66.678 108.999 100.000 110.000 1.000 1.007 114 1.000 109.284 66.963 66.678 108.999 100.000 110.000 1.000 1.007 115 1.000 90.625 65.434 84.192 109.383 100.000 110.000 1.000 1.006 116 1.000 109.284 66.963 66.678 108.999 100.000 110.000 1.000 1.007 117 1.000 109.501 61.381 49.669 97.789 100.000 110.000 1.000 1.005 118 1.000 109.284 66.963 66.678 108.999 100.000 110.000 1.000 1.007 119 1.000 109.771 60.896 60.448 109.323 100.000 110.000 1.000 1.002 120 1.000 109.771 60.896 60.448 109.323 100.000 110.000 1.000 1.002 121 1.000 109.771 60.896 60.448 109.323 100.000 110.000 1.000 1.002 122 1.000 109.771 60.896 60.448 109.323 100.000 110.000 1.000 1.002 123 1.000 62.355 48.505 94.806 108.656 100.000 110.000 1.000 1.012 124 1.000 109.771 60.896 60.448 109.323 100.000 110.000 1.000 1.002 125 1.000 109.588 54.634 31.279 86.233 100.000 110.000 1.000 1.004 126 1.000 109.771 60.896 60.448 109.323 100.000 110.000 1.000 1.002 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 -4.045 3312.391 5764.013 36991.489 1424.904 11.168 102 1.000 -5.784 4114.947 11268.417 52334.592 1948.334 12.718 103 1.000 -4.045 3312.391 5764.013 36991.489 1424.904 11.168 104 1.000 -4.045 3312.391 5764.013 36991.489 1424.904 11.168 105 1.000 -4.045 3312.391 5764.013 36991.489 1424.904 11.168 106 1.000 -4.045 3312.391 5764.013 36991.489 1424.904 11.168 107 1.000 425.189 1229.935 5700.598 35931.214 13.407 29.214 108 1.000 -4.045 3312.391 5764.013 36991.489 1424.904 11.168 109 1.000 -433.279 5394.846 10183.042 45497.755 23.502 8.434 110 1.000 -4.045 3312.391 5764.013 36991.489 1424.904 11.168 111 1.000 -5.436 3954.436 10061.548 49325.540 1850.933 12.473 112 1.000 -5.436 3954.436 10061.548 49325.540 1850.933 12.473 113 1.000 -5.436 3954.436 10061.548 49325.540 1850.933 12.473 114 1.000 -5.436 3954.436 10061.548 49325.540 1850.933 12.473 115 1.000 337.951 2288.472 9448.459 47643.369 27.958 20.819 116 1.000 -5.436 3954.436 10061.548 49325.540 1850.933 12.473 117 1.000 -348.823 5620.401 14220.934 55773.146 40.768 9.923 118 1.000 -5.436 3954.436 10061.548 49325.540 1850.933 12.473 119 1.000 -3.641 2981.151 4147.506 31147.894 1139.213 10.448 120 1.000 -3.641 2981.151 4147.506 31147.894 1139.213 10.448 121 1.000 -3.641 2981.151 4147.506 31147.894 1139.213 10.448 122 1.000 -3.641 2981.151 4147.506 31147.894 1139.213 10.448 123 1.000 425.593 898.695 4333.771 30593.948 10.183 34.043 124 1.000 -3.641 2981.151 4147.506 31147.894 1139.213 10.448 125 1.000 -432.875 5063.608 7832.627 38939.346 18.094 7.690 126 1.000 -3.641 2981.151 4147.506 31147.894 1139.213 10.448 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 426.480 5.188 433.284 1.016 202 1.000 0.000 5.288 0.000 N/A 203 1.000 426.480 5.188 433.284 1.016 204 1.000 426.480 5.188 433.284 1.016 205 1.000 426.480 5.188 433.284 1.016 206 1.000 426.480 5.188 433.284 1.016 207 1.000 0.000 5.188 0.000 N/A 208 1.000 426.480 5.188 433.284 1.016 209 1.000 499.660 9.736 543.141 1.087 210 1.000 426.480 5.188 433.284 1.016 211 1.000 395.819 5.288 409.046 1.033 212 1.000 395.819 5.288 409.046 1.033 213 1.000 395.819 5.288 409.046 1.033 214 1.000 395.819 5.288 409.046 1.033 215 1.000 0.000 5.238 0.000 N/A 216 1.000 395.819 5.288 409.046 1.033 217 1.000 430.408 9.486 440.939 1.024 218 1.000 395.819 5.288 409.046 1.033 219 1.000 511.095 4.688 539.635 1.056 220 1.000 511.095 4.688 539.635 1.056 221 1.000 511.095 4.688 539.635 1.056 222 1.000 511.095 4.688 539.635 1.056 223 1.000 0.000 15.764 0.000 N/A 224 1.000 511.095 4.688 539.635 1.056 225 1.000 471.025 9.936 540.287 1.147 226 1.000 511.095 4.688 539.635 1.056 Punching Shear Check Load Case Ultimate Factor Column 238 Column 239 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 42.305 1118.034 26.428 54.697 1118.034 20.440 202 1.000 0.000 0.000 N/A 0.000 0.000 N/A 203 1.000 42.305 1118.034 26.428 54.697 1118.034 20.440 204 1.000 42.305 1118.034 26.428 54.697 1118.034 20.440 205 1.000 42.305 1118.034 26.428 54.697 1118.034 20.440 206 1.000 42.305 1118.034 26.428 54.697 1118.034 20.440 207 1.000 0.000 0.000 N/A 0.000 0.000 N/A 208 1.000 42.305 1118.034 26.428 54.697 1118.034 20.440 209 1.000 77.975 1118.034 14.338 69.114 1118.034 16.177 210 1.000 42.305 1118.034 26.428 54.697 1118.034 20.440 211 1.000 34.426 1118.034 32.476 48.133 1118.034 23.228 212 1.000 34.426 1118.034 32.476 48.133 1118.034 23.228 213 1.000 34.426 1118.034 32.476 48.133 1118.034 23.228 214 1.000 34.426 1118.034 32.476 48.133 1118.034 23.228 215 1.000 0.000 0.000 N/A 0.000 0.000 N/A 216 1.000 34.426 1118.034 32.476 48.133 1118.034 23.228 217 1.000 46.665 1118.034 23.959 48.218 1118.034 23.187 218 1.000 34.426 1118.034 32.476 48.133 1118.034 23.228 219 1.000 69.338 1118.034 16.124 78.228 1118.034 14.292 220 1.000 69.338 1118.034 16.124 78.228 1118.034 14.292 221 1.000 69.338 1118.034 16.124 78.228 1118.034 14.292 222 1.000 69.338 1118.034 16.124 78.228 1118.034 14.292 223 1.000 0.000 0.000 N/A 0.000 0.000 N/A 224 1.000 69.338 1118.034 16.124 78.228 1118.034 14.292 225 1.000 80.739 1118.034 13.847 65.981 1118.034 16.945 226 1.000 69.338 1118.034 16.124 78.228 1118.034 14.292 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 111.074 2449.024 1.470 76995.121 4281.393 4362.683 #20@55 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 202 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 203 1.000 111.074 2449.024 1.470 76995.121 4281.393 4362.683 #20@55 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 204 1.000 111.074 2449.024 1.470 76995.121 4281.393 4362.683 #20@55 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 205 1.000 111.074 2449.024 1.470 76995.121 4281.393 4362.683 #20@55 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 206 1.000 111.074 2449.024 1.470 76995.121 4281.393 4362.683 #20@55 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 207 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 208 1.000 111.074 2449.024 1.470 76995.121 4281.393 4362.683 #20@55 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 209 1.000 239.287 3020.300 10.843 60350.226 3285.320 3401.500 #25@55 mm. o.c #12@70 mm. o.c #10@50 mm. o.c 210 1.000 111.074 2449.024 1.470 76995.121 4281.393 4362.683 #20@55 mm. o.c #12@60 mm. o.c #12@65 mm. o.c 211 1.000 127.866 2418.890 1.619 89475.316 4982.173 5069.834 #20@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 212 1.000 127.866 2418.890 1.619 89475.316 4982.173 5069.834 #20@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 213 1.000 127.866 2418.890 1.619 89475.316 4982.173 5069.834 #20@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 214 1.000 127.866 2418.890 1.619 89475.316 4982.173 5069.834 #20@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 215 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 216 1.000 127.866 2418.890 1.619 89475.316 4982.173 5069.834 #20@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 217 1.000 238.021 2897.321 1.925 89475.316 4982.173 5069.834 #20@50 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 218 1.000 127.866 2418.890 1.619 89475.316 4982.173 5069.834 #20@60 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 219 1.000 66.369 1462.534 0.882 28868.652 1573.835 1635.750 #20@55 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 220 1.000 66.369 1462.534 0.882 28868.652 1573.835 1635.750 #20@55 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 221 1.000 66.369 1462.534 0.882 28868.652 1573.835 1635.750 #20@55 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 222 1.000 66.369 1462.534 0.882 28868.652 1573.835 1635.750 #20@55 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 223 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 224 1.000 66.369 1462.534 0.882 28868.652 1573.835 1635.750 #20@55 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 225 1.000 187.329 2049.127 66.409 40955.328 2210.260 2320.603 #25@70 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 226 1.000 66.369 1462.534 0.882 28868.652 1573.835 1635.750 #20@55 mm. o.c #10@70 mm. o.c #10@75 mm. o.c Units Final Footing Dimensions Length m Left OverHang 0.250 Force kN Right OverHang 0.250 Moment kNm Width 3.250 Pressure kN/m2 Thickness 0.750 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 109.456 77.217 75.928 108.168 100.000 110.000 1.000 1.005 102 1.000 109.903 78.677 77.913 109.140 100.000 110.000 1.000 1.001 103 1.000 109.456 77.217 75.928 108.168 100.000 110.000 1.000 1.005 104 1.000 109.456 77.217 75.928 108.168 100.000 110.000 1.000 1.005 105 1.000 109.456 77.217 75.928 108.168 100.000 110.000 1.000 1.005 106 1.000 109.456 77.217 75.928 108.168 100.000 110.000 1.000 1.005 107 1.000 77.749 58.401 90.304 109.652 100.000 110.000 1.000 1.003 108 1.000 109.456 77.217 75.928 108.168 100.000 110.000 1.000 1.005 109 1.000 109.238 78.645 47.517 78.110 100.000 110.000 1.000 1.007 110 1.000 109.456 77.217 75.928 108.168 100.000 110.000 1.000 1.005 111 1.000 109.335 78.180 77.357 108.512 100.000 110.000 1.000 1.006 112 1.000 109.335 78.180 77.357 108.512 100.000 110.000 1.000 1.006 113 1.000 109.335 78.180 77.357 108.512 100.000 110.000 1.000 1.006 114 1.000 109.335 78.180 77.357 108.512 100.000 110.000 1.000 1.006 115 1.000 91.751 68.229 86.100 109.621 100.000 110.000 1.000 1.003 116 1.000 109.335 78.180 77.357 108.512 100.000 110.000 1.000 1.006 117 1.000 109.132 78.246 60.236 91.122 100.000 110.000 1.000 1.008 118 1.000 109.335 78.180 77.357 108.512 100.000 110.000 1.000 1.006 119 1.000 108.929 75.078 73.499 107.351 100.000 110.000 1.000 1.010 120 1.000 108.929 75.078 73.499 107.351 100.000 110.000 1.000 1.010 121 1.000 108.929 75.078 73.499 107.351 100.000 110.000 1.000 1.010 122 1.000 108.929 75.078 73.499 107.351 100.000 110.000 1.000 1.010 123 1.000 69.689 51.146 90.140 108.683 100.000 110.000 1.000 1.012 124 1.000 108.929 75.078 73.499 107.351 100.000 110.000 1.000 1.010 125 1.000 109.807 78.231 39.108 70.684 100.000 110.000 1.000 1.002 126 1.000 108.929 75.078 73.499 107.351 100.000 110.000 1.000 1.010 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 -7.168 1292.453 3093.448 22295.748 431.578 17.251 102 1.000 -8.381 1758.547 6184.552 31731.071 737.905 18.044 103 1.000 -7.168 1292.453 3093.448 22295.748 431.578 17.251 104 1.000 -7.168 1292.453 3093.448 22295.748 431.578 17.251 105 1.000 -7.168 1292.453 3093.448 22295.748 431.578 17.251 106 1.000 -7.168 1292.453 3093.448 22295.748 431.578 17.251 107 1.000 282.574 978.828 4465.484 25504.755 15.803 26.056 108 1.000 -7.168 1292.453 3093.448 22295.748 431.578 17.251 109 1.000 -296.910 1606.079 4485.554 24687.771 15.107 15.371 110 1.000 -7.168 1292.453 3093.448 22295.748 431.578 17.251 111 1.000 -8.139 1665.329 5538.256 29937.357 680.497 17.977 112 1.000 -8.139 1665.329 5538.256 29937.357 680.497 17.977 113 1.000 -8.139 1665.329 5538.256 29937.357 680.497 17.977 114 1.000 -8.139 1665.329 5538.256 29937.357 680.497 17.977 115 1.000 223.655 1414.428 6677.396 32084.484 29.856 22.684 116 1.000 -8.139 1665.329 5538.256 29937.357 680.497 17.977 117 1.000 -239.932 1916.229 6769.080 31524.250 28.212 16.451 118 1.000 -8.139 1665.329 5538.256 29937.357 680.497 17.977 119 1.000 -6.451 1163.208 2236.501 18805.942 346.691 16.167 120 1.000 -6.451 1163.208 2236.501 18805.942 346.691 16.167 121 1.000 -6.451 1163.208 2236.501 18805.942 346.691 16.167 122 1.000 -6.451 1163.208 2236.501 18805.942 346.691 16.167 123 1.000 283.291 849.583 3483.443 21968.273 12.296 25.858 124 1.000 -6.451 1163.208 2236.501 18805.942 346.691 16.167 125 1.000 -296.193 1476.833 3382.215 20894.576 11.419 14.148 126 1.000 -6.451 1163.208 2236.501 18805.942 346.691 16.167 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 0.000 1.735 0.000 N/A 202 1.000 0.000 0.000 0.000 N/A 203 1.000 0.000 1.735 0.000 N/A 204 1.000 0.000 1.735 0.000 N/A 205 1.000 0.000 1.735 0.000 N/A 206 1.000 0.000 1.735 0.000 N/A 207 1.000 0.000 1.835 0.000 N/A 208 1.000 0.000 1.735 0.000 N/A 209 1.000 352.122 1.885 357.218 1.014 210 1.000 0.000 1.735 0.000 N/A 211 1.000 0.000 1.785 0.000 N/A 212 1.000 0.000 1.785 0.000 N/A 213 1.000 0.000 1.785 0.000 N/A 214 1.000 0.000 1.785 0.000 N/A 215 1.000 0.000 1.885 0.000 N/A 216 1.000 0.000 1.785 0.000 N/A 217 1.000 0.000 1.885 0.000 N/A 218 1.000 0.000 1.785 0.000 N/A 219 1.000 419.813 1.435 421.390 1.004 220 1.000 419.813 1.435 421.390 1.004 221 1.000 419.813 1.435 421.390 1.004 222 1.000 419.813 1.435 421.390 1.004 223 1.000 345.155 1.735 345.229 1.000 224 1.000 419.813 1.435 421.390 1.004 225 1.000 516.462 1.185 527.772 1.022 226 1.000 419.813 1.435 421.390 1.004 Punching Shear Check Load Case Ultimate Factor Column 243 Column 244 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 0.000 0.000 N/A 0.000 0.000 N/A 202 1.000 0.000 0.000 N/A 0.000 0.000 N/A 203 1.000 0.000 0.000 N/A 0.000 0.000 N/A 204 1.000 0.000 0.000 N/A 0.000 0.000 N/A 205 1.000 0.000 0.000 N/A 0.000 0.000 N/A 206 1.000 0.000 0.000 N/A 0.000 0.000 N/A 207 1.000 0.000 0.000 N/A 0.000 0.000 N/A 208 1.000 0.000 0.000 N/A 0.000 0.000 N/A 209 1.000 60.413 1118.034 18.507 47.483 1118.034 23.546 210 1.000 0.000 0.000 N/A 0.000 0.000 N/A 211 1.000 0.000 0.000 N/A 0.000 0.000 N/A 212 1.000 0.000 0.000 N/A 0.000 0.000 N/A 213 1.000 0.000 0.000 N/A 0.000 0.000 N/A 214 1.000 0.000 0.000 N/A 0.000 0.000 N/A 215 1.000 0.000 0.000 N/A 0.000 0.000 N/A 216 1.000 0.000 0.000 N/A 0.000 0.000 N/A 217 1.000 0.000 0.000 N/A 0.000 0.000 N/A 218 1.000 0.000 0.000 N/A 0.000 0.000 N/A 219 1.000 83.873 1118.034 13.330 62.493 1118.034 17.891 220 1.000 83.873 1118.034 13.330 62.493 1118.034 17.891 221 1.000 83.873 1118.034 13.330 62.493 1118.034 17.891 222 1.000 83.873 1118.034 13.330 62.493 1118.034 17.891 223 1.000 59.316 1118.034 18.849 44.483 1118.034 25.134 224 1.000 83.873 1118.034 13.330 62.493 1118.034 17.891 225 1.000 122.040 1118.034 9.161 95.482 1118.034 11.709 226 1.000 83.873 1118.034 13.330 62.493 1118.034 17.891 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 202 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 203 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 204 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 205 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 206 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 207 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 208 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 209 1.000 165.006 1881.705 16.439 76734.771 5025.907 5069.834 #16@55 mm. o.c #12@55 mm. o.c #12@60 mm. o.c 210 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 211 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 212 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 213 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 214 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 215 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 216 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 217 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 218 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 219 1.000 47.679 1213.436 0.000 35123.628 2276.143 2320.603 #16@55 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 220 1.000 47.679 1213.436 0.000 35123.628 2276.143 2320.603 #16@55 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 221 1.000 47.679 1213.436 0.000 35123.628 2276.143 2320.603 #16@55 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 222 1.000 47.679 1213.436 0.000 35123.628 2276.143 2320.603 #16@55 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 223 1.000 129.857 1407.880 7.126 61278.772 3989.868 4029.016 #16@65 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 224 1.000 47.679 1213.436 0.000 35123.628 2276.143 2320.603 #16@55 mm. o.c #10@55 mm. o.c #10@65 mm. o.c 225 1.000 111.362 1060.045 61.147 18851.994 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 226 1.000 47.679 1213.436 0.000 35123.628 2276.143 2320.603 #16@55 mm. o.c #10@55 mm. o.c #10@65 mm. o.c Units Final Footing Dimensions Length m Left OverHang 0.250 Force kN Right OverHang 0.250 Moment kNm Width 3.100 Pressure kN/m2 Thickness 0.700 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 106.829 78.501 80.853 109.182 100.000 110.000 1.000 1.007 102 1.000 107.496 83.583 85.067 108.980 100.000 110.000 1.000 1.009 103 1.000 106.829 78.501 80.853 109.182 100.000 110.000 1.000 1.007 104 1.000 106.829 78.501 80.853 109.182 100.000 110.000 1.000 1.007 105 1.000 106.829 78.501 80.853 109.182 100.000 110.000 1.000 1.007 106 1.000 106.829 78.501 80.853 109.182 100.000 110.000 1.000 1.007 107 1.000 63.000 61.579 107.692 109.113 100.000 110.000 1.000 1.008 108 1.000 106.829 78.501 80.853 109.182 100.000 110.000 1.000 1.007 109 1.000 109.588 71.969 44.139 81.758 100.000 110.000 1.000 1.004 110 1.000 106.829 78.501 80.853 109.182 100.000 110.000 1.000 1.007 111 1.000 108.234 83.305 84.956 109.885 100.000 110.000 1.000 1.001 112 1.000 108.234 83.305 84.956 109.885 100.000 110.000 1.000 1.001 113 1.000 108.234 83.305 84.956 109.885 100.000 110.000 1.000 1.001 114 1.000 108.234 83.305 84.956 109.885 100.000 110.000 1.000 1.001 115 1.000 80.433 73.546 101.670 108.557 100.000 110.000 1.000 1.013 116 1.000 108.234 83.305 84.956 109.885 100.000 110.000 1.000 1.001 117 1.000 109.479 76.767 58.194 90.906 100.000 110.000 1.000 1.005 118 1.000 108.234 83.305 84.956 109.885 100.000 110.000 1.000 1.001 119 1.000 106.936 76.805 79.762 109.894 100.000 110.000 1.000 1.001 120 1.000 106.936 76.805 79.762 109.894 100.000 110.000 1.000 1.001 121 1.000 106.936 76.805 79.762 109.894 100.000 110.000 1.000 1.001 122 1.000 106.936 76.805 79.762 109.894 100.000 110.000 1.000 1.001 123 1.000 52.623 53.697 108.810 107.735 100.000 110.000 1.000 1.011 124 1.000 106.936 76.805 79.762 109.894 100.000 110.000 1.000 1.001 125 1.000 108.772 69.660 36.089 75.200 100.000 110.000 1.000 1.011 126 1.000 106.936 76.805 79.762 109.894 100.000 110.000 1.000 1.001 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 14.412 1720.587 3449.281 34197.718 239.336 19.876 102 1.000 15.547 1899.238 6051.858 45882.986 389.255 24.159 103 1.000 14.412 1720.587 3449.281 34197.718 239.336 19.876 104 1.000 14.412 1720.587 3449.281 34197.718 239.336 19.876 105 1.000 14.412 1720.587 3449.281 34197.718 239.336 19.876 106 1.000 14.412 1720.587 3449.281 34197.718 239.336 19.876 107 1.000 393.006 101.778 4364.193 36684.212 11.105 360.435 108 1.000 14.412 1720.587 3449.281 34197.718 239.336 19.876 109 1.000 -364.182 3339.397 6034.956 40938.540 16.571 12.259 110 1.000 14.412 1720.587 3449.281 34197.718 239.336 19.876 111 1.000 15.320 1863.507 5378.256 43324.476 351.057 23.249 112 1.000 15.320 1863.507 5378.256 43324.476 351.057 23.249 113 1.000 15.320 1863.507 5378.256 43324.476 351.057 23.249 114 1.000 15.320 1863.507 5378.256 43324.476 351.057 23.249 115 1.000 318.195 568.460 6180.795 45092.216 19.425 79.323 116 1.000 15.320 1863.507 5378.256 43324.476 351.057 23.249 117 1.000 -287.555 3158.555 7787.933 48569.497 27.083 15.377 118 1.000 15.320 1863.507 5378.256 43324.476 351.057 23.249 119 1.000 12.971 1548.528 2456.658 28784.846 189.400 18.589 120 1.000 12.971 1548.528 2456.658 28784.846 189.400 18.589 121 1.000 12.971 1548.528 2456.658 28784.846 189.400 18.589 122 1.000 12.971 1548.528 2456.658 28784.846 189.400 18.589 123 1.000 391.564 -70.281 3440.843 31677.342 8.787 450.724 124 1.000 12.971 1548.528 2456.658 28784.846 189.400 18.589 125 1.000 -365.623 3167.338 4732.956 35193.484 12.945 11.111 126 1.000 12.971 1548.528 2456.658 28784.846 189.400 18.589 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 457.821 4.938 464.086 1.014 202 1.000 0.000 5.238 0.000 N/A 203 1.000 457.821 4.938 464.086 1.014 204 1.000 457.821 4.938 464.086 1.014 205 1.000 457.821 4.938 464.086 1.014 206 1.000 457.821 4.938 464.086 1.014 207 1.000 0.000 5.238 0.000 N/A 208 1.000 457.821 4.938 464.086 1.014 209 1.000 441.273 17.798 548.896 1.244 210 1.000 457.821 4.938 464.086 1.014 211 1.000 387.911 5.088 404.227 1.042 212 1.000 387.911 5.088 404.227 1.042 213 1.000 387.911 5.088 404.227 1.042 214 1.000 387.911 5.088 404.227 1.042 215 1.000 0.000 5.238 0.000 N/A 216 1.000 387.911 5.088 404.227 1.042 217 1.000 491.229 9.886 559.279 1.139 218 1.000 387.911 5.088 404.227 1.042 219 1.000 456.847 4.588 527.475 1.155 220 1.000 456.847 4.588 527.475 1.155 221 1.000 456.847 4.588 527.475 1.155 222 1.000 456.847 4.588 527.475 1.155 223 1.000 0.000 17.548 0.000 N/A 224 1.000 456.847 4.588 527.475 1.155 225 1.000 421.122 17.998 547.143 1.299 226 1.000 456.847 4.588 527.475 1.155 Punching Shear Check Load Case Ultimate Factor Column 246 Column 247 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 45.997 1118.034 24.307 81.746 1118.034 13.677 202 1.000 0.000 0.000 N/A 0.000 0.000 N/A 203 1.000 45.997 1118.034 24.307 81.746 1118.034 13.677 204 1.000 45.997 1118.034 24.307 81.746 1118.034 13.677 205 1.000 45.997 1118.034 24.307 81.746 1118.034 13.677 206 1.000 45.997 1118.034 24.307 81.746 1118.034 13.677 207 1.000 0.000 0.000 N/A 0.000 0.000 N/A 208 1.000 45.997 1118.034 24.307 81.746 1118.034 13.677 209 1.000 79.283 1118.034 14.102 83.488 1118.034 13.392 210 1.000 45.997 1118.034 24.307 81.746 1118.034 13.677 211 1.000 30.630 1118.034 36.501 66.390 1118.034 16.841 212 1.000 30.630 1118.034 36.501 66.390 1118.034 16.841 213 1.000 30.630 1118.034 36.501 66.390 1118.034 16.841 214 1.000 30.630 1118.034 36.501 66.390 1118.034 16.841 215 1.000 0.000 0.000 N/A 0.000 0.000 N/A 216 1.000 30.630 1118.034 36.501 66.390 1118.034 16.841 217 1.000 74.750 1118.034 14.957 95.058 1118.034 11.762 218 1.000 30.630 1118.034 36.501 66.390 1118.034 16.841 219 1.000 58.544 1118.034 19.097 96.034 1118.034 11.642 220 1.000 58.544 1118.034 19.097 96.034 1118.034 11.642 221 1.000 58.544 1118.034 19.097 96.034 1118.034 11.642 222 1.000 58.544 1118.034 19.097 96.034 1118.034 11.642 223 1.000 0.000 0.000 N/A 0.000 0.000 N/A 224 1.000 58.544 1118.034 19.097 96.034 1118.034 11.642 225 1.000 87.349 1118.034 12.800 74.745 1118.034 14.958 226 1.000 58.544 1118.034 19.097 96.034 1118.034 11.642 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 93.954 2021.557 1.001 60414.367 3039.102 3124.907 #20@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 202 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 203 1.000 93.954 2021.557 1.001 60414.367 3039.102 3124.907 #20@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 204 1.000 93.954 2021.557 1.001 60414.367 3039.102 3124.907 #20@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 205 1.000 93.954 2021.557 1.001 60414.367 3039.102 3124.907 #20@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 206 1.000 93.954 2021.557 1.001 60414.367 3039.102 3124.907 #20@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 207 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 208 1.000 93.954 2021.557 1.001 60414.367 3039.102 3124.907 #20@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 209 1.000 195.233 2475.437 1.205 54974.521 2721.246 2843.533 #25@65 mm. o.c #10@55 mm. o.c #10@55 mm. o.c 210 1.000 93.954 2021.557 1.001 60414.367 3039.102 3124.907 #20@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 211 1.000 104.277 1885.134 1.051 78273.484 3950.912 4029.016 #20@70 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 212 1.000 104.277 1885.134 1.051 78273.484 3950.912 4029.016 #20@70 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 213 1.000 104.277 1885.134 1.051 78273.484 3950.912 4029.016 #20@70 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 214 1.000 104.277 1885.134 1.051 78273.484 3950.912 4029.016 #20@70 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 215 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 216 1.000 104.277 1885.134 1.051 78273.484 3950.912 4029.016 #20@70 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 217 1.000 182.688 2245.399 1.214 49791.271 2459.117 2575.432 #25@65 mm. o.c #10@55 mm. o.c #10@60 mm. o.c 218 1.000 104.277 1885.134 1.051 78273.484 3950.912 4029.016 #20@70 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 219 1.000 55.343 1205.752 0.601 27723.971 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 220 1.000 55.343 1205.752 0.601 27723.971 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 221 1.000 55.343 1205.752 0.601 27723.971 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 222 1.000 55.343 1205.752 0.601 27723.971 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 223 1.000 0.000 0.000 0.000 0.000 0.000 0.000 #0@0 mm. o.c #0@0 mm. o.c #0@0 mm. o.c 224 1.000 55.343 1205.752 0.601 27723.971 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 225 1.000 151.867 1676.192 41.906 35781.102 1752.364 1850.762 #25@75 mm. o.c #10@65 mm. o.c #10@70 mm. o.c 226 1.000 55.343 1205.752 0.601 27723.971 1376.077 1434.010 #20@60 mm. o.c #10@70 mm. o.c #10@80 mm. o.c Units Final Footing Dimensions Length m Left OverHang 0.250 Force kN Right OverHang 0.250 Moment kNm Width 2.150 Pressure kN/m2 Thickness 0.650 Soil bearing Pressure Load Case Service Factor SB1 SB2 SB3 SB4 Area of Contact % Bearing Capacity BC Factor Unity Check 101 1.000 104.384 101.145 103.628 106.867 100.000 110.000 1.000 1.029 102 1.000 108.044 106.475 108.391 109.961 100.000 110.000 1.000 1.000 103 1.000 104.384 101.145 103.628 106.867 100.000 110.000 1.000 1.029 104 1.000 104.384 101.145 103.628 106.867 100.000 110.000 1.000 1.029 105 1.000 104.384 101.145 103.628 106.867 100.000 110.000 1.000 1.029 106 1.000 104.384 101.145 103.628 106.867 100.000 110.000 1.000 1.029 107 1.000 55.933 62.857 109.338 102.414 100.000 110.000 1.000 1.006 108 1.000 104.384 101.145 103.628 106.867 100.000 110.000 1.000 1.029 109 1.000 107.216 94.999 33.761 45.977 100.000 110.000 1.000 1.026 110 1.000 104.384 101.145 103.628 106.867 100.000 110.000 1.000 1.029 111 1.000 107.422 105.569 107.578 109.432 100.000 110.000 1.000 1.005 112 1.000 107.422 105.569 107.578 109.432 100.000 110.000 1.000 1.005 113 1.000 107.422 105.569 107.578 109.432 100.000 110.000 1.000 1.005 114 1.000 107.422 105.569 107.578 109.432 100.000 110.000 1.000 1.005 115 1.000 67.612 73.244 108.944 103.311 100.000 110.000 1.000 1.010 116 1.000 107.422 105.569 107.578 109.432 100.000 110.000 1.000 1.005 117 1.000 108.841 99.590 53.514 62.765 100.000 110.000 1.000 1.011 118 1.000 107.422 105.569 107.578 109.432 100.000 110.000 1.000 1.005 119 1.000 102.681 99.328 102.284 105.636 100.000 110.000 1.000 1.041 120 1.000 102.681 99.328 102.284 105.636 100.000 110.000 1.000 1.041 121 1.000 102.681 99.328 102.284 105.636 100.000 110.000 1.000 1.041 122 1.000 102.681 99.328 102.284 105.636 100.000 110.000 1.000 1.041 123 1.000 47.613 55.260 109.081 101.433 100.000 110.000 1.000 1.008 124 1.000 102.681 99.328 102.284 105.636 100.000 110.000 1.000 1.041 125 1.000 108.062 94.960 21.961 35.062 100.000 110.000 1.000 1.018 126 1.000 102.681 99.328 102.284 105.636 100.000 110.000 1.000 1.041 Stability Check (Sliding and Overturning) Load Case Service Factor Overturning Moments Moment Resistance Unity Check Mx Mz Mx Mz Mx Mz 101 1.000 5.322 117.405 1337.515 22619.562 251.305 192.663 102 1.000 6.088 69.237 2062.527 28651.988 338.770 413.825 103 1.000 5.322 117.405 1337.515 22619.562 251.305 192.663 104 1.000 5.322 117.405 1337.515 22619.562 251.305 192.663 105 1.000 5.322 117.405 1337.515 22619.562 251.305 192.663 106 1.000 5.322 117.405 1337.515 22619.562 251.305 192.663 107 1.000 332.206 -458.296 3543.645 32818.158 10.667 71.609 108 1.000 5.322 117.405 1337.515 22619.562 251.305 192.663 109 1.000 -321.562 693.106 2220.791 23994.871 6.906 34.619 110 1.000 5.322 117.405 1337.515 22619.562 251.305 192.663 111 1.000 5.935 78.871 1905.117 27445.503 320.993 347.981 112 1.000 5.935 78.871 1905.117 27445.503 320.993 347.981 113 1.000 5.935 78.871 1905.117 27445.503 320.993 347.981 114 1.000 5.935 78.871 1905.117 27445.503 320.993 347.981 115 1.000 267.442 -381.690 3968.020 35893.728 14.837 94.039 116 1.000 5.935 78.871 1905.117 27445.503 320.993 347.981 117 1.000 -255.572 539.432 2701.614 28401.077 10.571 52.650 118 1.000 5.935 78.871 1905.117 27445.503 320.993 347.981 119 1.000 4.790 105.664 996.539 19381.057 208.043 183.421 120 1.000 4.790 105.664 996.539 19381.057 208.043 183.421 121 1.000 4.790 105.664 996.539 19381.057 208.043 183.421 122 1.000 4.790 105.664 996.539 19381.057 208.043 183.421 123 1.000 331.674 -470.036 2896.915 28892.454 8.734 61.469 124 1.000 4.790 105.664 996.539 19381.057 208.043 183.421 125 1.000 -322.094 681.365 1721.079 20286.176 5.343 29.773 126 1.000 4.790 105.664 996.539 19381.057 208.043 183.421 One Way Shear Load Case Ultimate Factor Applied Shear Position Shear Capacity Unity Check 201 1.000 497.578 18.213 513.561 1.032 202 1.000 401.224 17.913 403.999 1.007 203 1.000 497.578 18.213 513.561 1.032 204 1.000 497.578 18.213 513.561 1.032 205 1.000 497.578 18.213 513.561 1.032 206 1.000 497.578 18.213 513.561 1.032 207 1.000 358.875 5.088 365.549 1.019 208 1.000 497.578 18.213 513.561 1.032 209 1.000 451.021 10.186 541.928 1.202 210 1.000 497.578 18.213 513.561 1.032 211 1.000 460.291 18.163 470.832 1.023 212 1.000 460.291 18.163 470.832 1.023 213 1.000 460.291 18.163 470.832 1.023 214 1.000 460.291 18.163 470.832 1.023 215 1.000 396.014 4.938 396.114 1.000 216 1.000 460.291 18.163 470.832 1.023 217 1.000 520.659 10.236 557.747 1.071 218 1.000 460.291 18.163 470.832 1.023 219 1.000 392.172 18.363 496.851 1.267 220 1.000 392.172 18.363 496.851 1.267 221 1.000 392.172 18.363 496.851 1.267 222 1.000 392.172 18.363 496.851 1.267 223 1.000 525.071 4.538 527.772 1.005 224 1.000 392.172 18.363 496.851 1.267 225 1.000 491.579 18.363 496.851 1.011 226 1.000 392.172 18.363 496.851 1.267 Punching Shear Check Load Case Ultimate Factor Column 250 Column 251 Applied Stress Shear Strength Unity Check Applied Stress Shear Strength Unity Check 201 1.000 50.781 1118.034 22.017 119.047 1118.034 9.392 202 1.000 28.261 1118.034 39.560 81.316 1118.034 13.749 203 1.000 50.781 1118.034 22.017 119.047 1118.034 9.392 204 1.000 50.781 1118.034 22.017 119.047 1118.034 9.392 205 1.000 50.781 1118.034 22.017 119.047 1118.034 9.392 206 1.000 50.781 1118.034 22.017 119.047 1118.034 9.392 207 1.000 10.553 1118.034 105.940 59.281 1118.034 18.860 208 1.000 50.781 1118.034 22.017 119.047 1118.034 9.392 209 1.000 76.984 1118.034 14.523 98.957 1118.034 11.298 210 1.000 50.781 1118.034 22.017 119.047 1118.034 9.392 211 1.000 39.554 1118.034 28.266 105.802 1118.034 10.567 212 1.000 39.554 1118.034 28.266 105.802 1118.034 10.567 213 1.000 39.554 1118.034 28.266 105.802 1118.034 10.567 214 1.000 39.554 1118.034 28.266 105.802 1118.034 10.567 215 1.000 13.160 1118.034 84.958 71.921 1118.034 15.545 216 1.000 39.554 1118.034 28.266 105.802 1118.034 10.567 217 1.000 77.832 1118.034 14.365 118.907 1118.034 9.403 218 1.000 39.554 1118.034 28.266 105.802 1118.034 10.567 219 1.000 48.495 1118.034 23.054 103.853 1118.034 10.766 220 1.000 48.495 1118.034 23.054 103.853 1118.034 10.766 221 1.000 48.495 1118.034 23.054 103.853 1118.034 10.766 222 1.000 48.495 1118.034 23.054 103.853 1118.034 10.766 223 1.000 16.866 1118.034 66.291 115.530 1118.034 9.677 224 1.000 48.495 1118.034 23.054 103.853 1118.034 10.766 225 1.000 100.080 1118.034 11.171 77.120 1118.034 14.497 226 1.000 48.495 1118.034 23.054 103.853 1118.034 10.766 Moment and Reinforcement Load Case Ultimate Factor Applied Moment Moment Capacity Reinforcement Provided Mx Mz Top Mz Bottom Mx Mz Top Mz Bottom Along Length Top Along Length Bottom Along Width 201 1.000 67.353 1130.604 0.581 27889.168 1376.077 1434.010 #20@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 202 1.000 86.868 1367.426 0.743 55302.093 2794.296 2843.533 #16@55 mm. o.c #10@55 mm. o.c #10@55 mm. o.c 203 1.000 67.353 1130.604 0.581 27889.168 1376.077 1434.010 #20@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 204 1.000 67.353 1130.604 0.581 27889.168 1376.077 1434.010 #20@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 205 1.000 67.353 1130.604 0.581 27889.168 1376.077 1434.010 #20@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 206 1.000 67.353 1130.604 0.581 27889.168 1376.077 1434.010 #20@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 207 1.000 173.954 1532.045 150.260 78739.886 3989.868 4029.016 #16@55 mm. o.c #12@65 mm. o.c #10@50 mm. o.c 208 1.000 67.353 1130.604 0.581 27889.168 1376.077 1434.010 #20@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 209 1.000 130.633 1091.205 34.700 24223.786 1191.591 1245.543 #20@60 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 210 1.000 67.353 1130.604 0.581 27889.168 1376.077 1434.010 #20@65 mm. o.c #10@70 mm. o.c #10@80 mm. o.c 211 1.000 69.940 1090.227 0.594 31812.675 1573.835 1635.750 #20@80 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 212 1.000 69.940 1090.227 0.594 31812.675 1573.835 1635.750 #20@80 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 213 1.000 69.940 1090.227 0.594 31812.675 1573.835 1635.750 #20@80 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 214 1.000 69.940 1090.227 0.594 31812.675 1573.835 1635.750 #20@80 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 215 1.000 152.184 1408.977 126.376 60774.353 3073.280 3124.907 #16@55 mm. o.c #10@50 mm. o.c #10@55 mm. o.c 216 1.000 69.940 1090.227 0.594 31812.675 1573.835 1635.750 #20@80 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 217 1.000 119.701 1002.155 0.544 20816.530 1020.378 1070.348 #20@60 mm. o.c #10@85 mm. o.c #10@90 mm. o.c 218 1.000 69.940 1090.227 0.594 31812.675 1573.835 1635.750 #20@80 mm. o.c #10@70 mm. o.c #10@75 mm. o.c 219 1.000 40.614 676.676 0.349 17667.399 880.689 908.426 #16@55 mm. o.c #10@95 mm. o.c #10@100 mm. o.c 220 1.000 40.614 676.676 0.349 17667.399 880.689 908.426 #16@55 mm. o.c #10@95 mm. o.c #10@100 mm. o.c 221 1.000 40.614 676.676 0.349 17667.399 880.689 908.426 #16@55 mm. o.c #10@95 mm. o.c #10@100 mm. o.c 222 1.000 40.614 676.676 0.349 17667.399 880.689 908.426 #16@55 mm. o.c #10@95 mm. o.c #10@100 mm. o.c 223 1.000 133.240 1063.315 242.264 24223.786 1191.591 1245.543 #20@65 mm. o.c #10@80 mm. o.c #10@85 mm. o.c 224 1.000 40.614 676.676 0.349 17667.399 880.689 908.426 #16@55 mm. o.c #10@95 mm. o.c #10@100 mm. o.c 225 1.000 101.179 686.866 87.113 17667.399 880.689 908.426 #16@55 mm. o.c #10@95 mm. o.c #10@100 mm. o.c 226 1.000 40.614 676.676 0.349 17667.399 880.689 908.426 #16@55 mm. o.c #10@95 mm. o.c #10@100 mm. o.c