-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
1/390
Horizontal Vertical Horizontal Moment
Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNm
1001 50 1.0(DL+50%LL+EQU 11.876 644.043 15.81 15.23 0.156 -3.45451 1.0(DL+EQUP+50%L 139.547 885.261 49.764 103.619 28.087 370.37
52 1.0(DL+EQUP+50%L -115.795 402.826 -18.144 -73.158 -27.776 -377.277
53 1.0(DL+EQUP+EQX+ 140 831.275 49.771 102.506 28.1 369.577
54 1.0(DL+EQUP-EQX-0. -115.342 348.84 -18.137 -74.272 -27.764 -378.071
55 1.0(DL+EQUP+50%L 52.888 860.852 111.184 262.625 16.824 116.156
56 1.0(DL+EQUP+50%L -29.135 427.234 -79.564 -232.164 -16.513 -123.063
57 1.0(DL+EQUP+EQZ+ 53.341 806.867 111.191 261.512 16.837 115.362
58 1.0(DL+EQUP-EQZ-0. -28.682 373.249 -79.558 -233.277 -16.501 -123.857
59 1.0(DL+EQUP+50%L 51.348 750.782 45.917 93.385 10.589 111.9460 1.0(DL+EQUP+50%L -27.595 537.305 -14.297 -62.924 -10.278 -118.847
61 1.0(DL+EQUP+EQY+ 51.801 696.796 45.924 92.272 10.602 111.146
62 1.0(DL+EQUP-EQY-0. -27.142 483.319 -14.29 -64.037 -10.266 -119.641
63 1.0(DL+ EQUP +WIN 6.634 584.919 15.96 14.509 -0.326 10.735
64 1.0(DL+ EQUP -WIND 18.025 595.196 15.674 13.726 0.662 -19.23
65 1.0(DL+ EQUP+LL + 5.728 692.89 15.947 16.735 -0.351 12.322
66 1.0(DL+ EQUP+LL -W 17.119 703.168 15.661 15.952 0.637 -17.642
67 1.0(DL+ EQUP +WIN 12.323 599.523 21.137 27.767 -0.164 -4.214
68 1.0(DL+ EQUP -WIND 12.336 580.592 10.497 0.468 0.5 -4.281
69 1.0(DL+ EQUP+LL + 11.417 707.494 21.124 29.993 -0.189 -2.627
70 1.0(DL+ EQUP+LL -W 11.43 688.564 10.484 2.694 0.475 -2.693
1002 50 1.0(DL+50%LL+EQU -11.286 834.272 13.294 15.628 -0.14 14.425
51 1.0(DL+EQUP+50%L 192.618 1250.291 51.101 114.678 11.313 444.78
52 1.0(DL+EQUP+50%L -215.191 418.254 -24.512 -83.423 -11.593 -415.929
53 1.0(DL+EQUP+EQX+ 192.63 1170.203 52.164 113.377 11.3 443.963
54 1.0(DL+EQUP-EQX-0. -215.179 338.166 -23.449 -84.725 -11.606 -416.746
55 1.0(DL+EQUP+50%L 54.119 1127.364 127.539 316.515 11.855 152.17356 1.0(DL+EQUP+50%L -76.692 541.181 -100.951 -285.259 -12.136 -123.323
57 1.0(DL+EQUP+EQZ+ 54.131 1047.276 128.603 315.213 11.842 151.357
58 1.0(DL+EQUP-EQZ-0. -76.68 461.093 -99.887 -286.561 -12.148 -124.139
59 1.0(DL+EQUP+50%L 51.721 999.945 48.753 108.871 5.404 147.286
60 1.0(DL+EQUP+50%L -74.294 668.6 -22.165 -77.615 -5.684 -118.435
61 1.0(DL+EQUP+EQY+ 51.733 919.857 49.817 107.569 5.391 146.469
62 1.0(DL+EQUP-EQY-0. -74.282 588.512 -21.101 -78.917 -5.697 -119.252
63 1.0(DL+ EQUP +WIN -18.983 743.839 14.299 14.16 -0.249 28.971
64 1.0(DL+ EQUP -WIND -3.566 764.53 14.417 14.492 -0.057 -1.75465 1.0(DL+ EQUP+LL + -19.007 904.015 12.171 16.764 -0.224 30.605
66 1.0(DL+ EQUP+LL -W -3.59 924.706 12.29 17.095 -0.032 -0.12
67 1.0(DL+ EQUP +WIN -11.302 764.584 20.983 31.065 -0.154 13.661
68 1.0(DL+ EQUP -WIND -11.247 743.785 7.733 -2.413 -0.152 13.556
69 1.0(DL+ EQUP+LL + -11.326 924.76 18.856 33.668 -0.129 15.295
70 1.0(DL+ EQUP+LL -W -11.271 903.961 5.606 0.19 -0.127 15.189
1003 50 1.0(DL+50%LL+EQU -0.718 794.75 -1.354 3.436 0.105 6.685
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
2/390
58 1.0(DL+EQUP-EQZ-0. -70.248 500.122 -121.649 -307.16 -14.56 -135.78
59 1.0(DL+EQUP+50%L 66.681 909.395 36.251 99.31 6.289 142.914
60 1.0(DL+EQUP+50%L -68.118 680.105 -38.958 -92.439 -6.08 -129.54361 1.0(DL+EQUP+EQY+ 67.137 836.771 37.296 98.485 6.226 141.739
62 1.0(DL+EQUP-EQY-0. -67.663 607.481 -37.913 -93.265 -6.143 -130.718
63 1.0(DL+ EQUP +WIN -7.965 727.335 -0.412 2.357 -0.1 20.455
64 1.0(DL+ EQUP -WIND 7.439 716.917 -0.205 2.863 0.183 -9.433
65 1.0(DL+ EQUP+LL + -8.875 872.583 -2.503 4.009 0.027 22.804
66 1.0(DL+ EQUP+LL -W 6.528 862.164 -2.295 4.514 0.31 -7.085
67 1.0(DL+ EQUP +WIN -0.298 730.552 6.438 19.041 0.241 5.57
68 1.0(DL+ EQUP -WIND -0.228 713.7 -7.055 -13.821 -0.158 5.452
69 1.0(DL+ EQUP+LL + -1.209 875.799 4.348 20.692 0.368 7.91970 1.0(DL+ EQUP+LL -W -1.138 858.948 -9.146 -12.17 -0.031 7.801
1004 50 1.0(DL+50%LL+EQU -2.373 896.36 -1.993 4.334 0.547 8.032
51 1.0(DL+EQUP+50%L 213.145 961.392 47.756 139.955 15.922 471.472
52 1.0(DL+EQUP+50%L -217.89 831.328 -51.741 -131.287 -14.828 -455.409
53 1.0(DL+EQUP+EQX+ 213.44 878.668 48.599 138.419 15.865 470.377
54 1.0(DL+EQUP-EQX-0. -217.595 748.604 -50.898 -132.823 -14.885 -456.504
55 1.0(DL+EQUP+50%L 66.839 1078.469 149.754 418.436 23.718 156.568
56 1.0(DL+EQUP+50%L -71.584 714.252 -153.739 -409.768 -22.624 -140.505
57 1.0(DL+EQUP+EQZ+ 67.135 995.745 150.597 416.9 23.661 155.473
58 1.0(DL+EQUP-EQZ-0. -71.289 631.528 -152.896 -411.304 -22.682 -141.6
59 1.0(DL+EQUP+50%L 64.278 964.493 45.294 133.282 9.568 151.191
60 1.0(DL+EQUP+50%L -69.023 828.228 -49.28 -124.613 -8.474 -135.127
61 1.0(DL+EQUP+EQY+ 64.573 881.769 46.137 131.745 9.511 150.096
62 1.0(DL+EQUP-EQY-0. -68.728 745.504 -48.437 -126.15 -8.532 -136.223
63 1.0(DL+ EQUP +WIN -9.304 813.569 -1.211 2.63 0.277 21.869
64 1.0(DL+ EQUP -WIND 5.15 813.704 -1.088 2.965 0.702 -7.996
65 1.0(DL+ EQUP+LL + -9.895 979.016 -2.897 5.703 0.392 24.0666 1.0(DL+ EQUP+LL -W 4.559 979.152 -2.774 6.039 0.818 -5.805
67 1.0(DL+ EQUP +WIN -2.09 821.818 6.684 22.996 0.363 6.979
68 1.0(DL+ EQUP -WIND -2.064 805.455 -8.983 -17.401 0.616 6.893
69 1.0(DL+ EQUP+LL + -2.681 987.265 4.998 26.07 0.478 9.171
70 1.0(DL+ EQUP+LL -W -2.655 970.903 -10.669 -14.327 0.732 9.084
1005 50 1.0(DL+50%LL+EQU 5.141 1097.083 -2.763 2.042 0.079 1.903
51 1.0(DL+EQUP+50%L 204.062 1362.306 68.467 182.497 34.651 453.553
52 1.0(DL+EQUP+50%L -193.78 831.859 -73.993 -178.412 -34.492 -449.748
53 1.0(DL+EQUP+EQX+ 204.353 1261.1 69.494 181.346 34.653 452.54354 1.0(DL+EQUP-EQX-0. -193.489 730.654 -72.965 -179.562 -34.49 -450.758
55 1.0(DL+EQUP+50%L 69.124 1419.299 208.869 539.497 26.415 146.837
56 1.0(DL+EQUP+50%L -58.843 774.866 -214.396 -535.413 -26.257 -143.031
57 1.0(DL+EQUP+EQZ+ 69.416 1318.093 209.897 538.347 26.417 145.827
58 1.0(DL+EQUP-EQZ-0. -58.551 673.661 -213.368 -536.563 -26.255 -144.042
59 1.0(DL+EQUP+50%L 66.733 1251.248 63.761 170.734 14.35 141.515
60 1.0(DL+EQUP+50%L -56.452 942.917 -69.288 -166.649 -14.191 -137.709
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
3/390
68 1.0(DL+ EQUP -WIND 5.44 984.417 -11.714 -23.545 0.303 0.854
69 1.0(DL+ EQUP+LL + 4.842 1209.748 6.187 27.629 -0.144 2.951
70 1.0(DL+ EQUP+LL -W 4.856 1186.828 -13.77 -21.245 0.299 2.8751006 50 1.0(DL+50%LL+EQU -0.331 1272.439 -4.127 2.006 -0.27 5.123
51 1.0(DL+EQUP+50%L 180.292 1389.493 79.396 215.671 34.457 443.562
52 1.0(DL+EQUP+50%L -180.954 1155.385 -87.65 -211.66 -34.998 -433.317
53 1.0(DL+EQUP+EQX+ 180.295 1269.278 80.671 214.384 34.491 442.866
54 1.0(DL+EQUP-EQX-0. -180.951 1035.17 -86.375 -212.947 -34.963 -434.014
55 1.0(DL+EQUP+50%L 57.917 1618.014 255.89 667.62 21.206 146.11
56 1.0(DL+EQUP+50%L -58.579 926.864 -264.145 -663.608 -21.746 -135.864
57 1.0(DL+EQUP+EQZ+ 57.92 1497.799 257.165 666.333 21.24 145.413
58 1.0(DL+EQUP-EQZ-0. -58.576 806.649 -262.869 -664.895 -21.712 -136.56159 1.0(DL+EQUP+50%L 55.757 1404.662 76.792 208.924 12.971 140.864
60 1.0(DL+EQUP+50%L -56.419 1140.216 -85.046 -204.913 -13.512 -130.619
61 1.0(DL+EQUP+EQY+ 55.76 1284.447 78.067 207.638 13.006 140.167
62 1.0(DL+EQUP-EQY-0. -56.416 1020.001 -83.771 -206.2 -13.477 -131.315
63 1.0(DL+ EQUP +WIN -5.941 1152.243 -2.854 0.715 -0.781 17.532
64 1.0(DL+ EQUP -WIND 5.285 1152.204 -2.851 0.722 0.309 -8.68
65 1.0(DL+ EQUP+LL + -5.947 1392.674 -5.404 3.289 -0.85 18.926
66 1.0(DL+ EQUP+LL -W 5.279 1392.634 -5.401 3.296 0.24 -7.287
67 1.0(DL+ EQUP +WIN -0.342 1165.079 7.896 27.237 -0.35 4.47268 1.0(DL+ EQUP -WIND -0.314 1139.369 -13.601 -25.799 -0.121 4.38
69 1.0(DL+ EQUP+LL + -0.348 1405.509 5.346 29.811 -0.42 5.865
70 1.0(DL+ EQUP+LL -W -0.32 1379.799 -16.151 -23.225 -0.191 5.774
1007 50 1.0(DL+50%LL+EQU 0.943 1239.795 -3.804 1.95 -0.14 2.585
51 1.0(DL+EQUP+50%L 175.973 1363.522 73.153 184.742 29.337 413.088
52 1.0(DL+EQUP+50%L -174.088 1116.068 -80.761 -180.841 -29.618 -407.917
53 1.0(DL+EQUP+EQX+ 175.864 1246.244 74.823 184.351 29.322 412.715
54 1.0(DL+EQUP-EQX-0. -174.197 998.791 -79.091 -181.231 -29.633 -408.29
55 1.0(DL+EQUP+50%L 57.522 1577.644 230.197 558.392 17.618 134.873
56 1.0(DL+EQUP+50%L -55.636 901.946 -237.805 -554.492 -17.899 -129.703
57 1.0(DL+EQUP+EQZ+ 57.412 1460.367 231.867 558.002 17.603 134.501
58 1.0(DL+EQUP-EQZ-0. -55.746 784.668 -236.135 -554.882 -17.914 -130.075
59 1.0(DL+EQUP+50%L 55.517 1371.071 69.23 175.275 11.003 130.006
60 1.0(DL+EQUP+50%L -53.631 1108.519 -76.838 -171.375 -11.284 -124.836
61 1.0(DL+EQUP+EQY+ 55.407 1253.794 70.9 174.885 10.988 129.634
62 1.0(DL+EQUP-EQY-0. -53.741 991.241 -75.168 -171.765 -11.299 -125.209
63 1.0(DL+ EQUP +WIN -4.437 1122.17 -2.129 1.571 -0.629 14.18564 1.0(DL+ EQUP -WIND 6.104 1122.865 -2.138 1.548 0.319 -9.759
65 1.0(DL+ EQUP+LL + -4.218 1356.725 -5.47 2.352 -0.599 14.93
66 1.0(DL+ EQUP+LL -W 6.322 1357.42 -5.479 2.329 0.349 -9.014
67 1.0(DL+ EQUP +WIN 0.818 1135.183 7.744 24.263 -0.045 2.259
68 1.0(DL+ EQUP -WIND 0.849 1109.852 -12.011 -21.143 -0.266 2.166
69 1.0(DL+ EQUP+LL + 1.037 1369.738 4.403 25.043 -0.015 3.004
70 1.0(DL+ EQUP+LL -W 1.067 1344.407 -15.352 -20.363 -0.235 2.911
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
4/390
57 1.0(DL+EQUP+EQZ+ 25.803 1216.94 156.846 384.908 22.538 133.115
58 1.0(DL+EQUP-EQZ-0. -55.853 586.627 -126.955 -351.368 -23.173 -108.545
59 1.0(DL+EQUP+50%L 23.96 1149.667 60.31 135.391 9.84 128.97160 1.0(DL+EQUP+50%L -54.452 827.442 -30.614 -99.407 -10.472 -103.74
61 1.0(DL+EQUP+EQY+ 24.181 1062.896 60.407 134.169 9.838 128.64
62 1.0(DL+EQUP-EQY-0. -54.232 740.67 -30.516 -100.629 -10.474 -104.07
63 1.0(DL+ EQUP +WIN -18.839 907.863 14.992 16.878 -0.636 23.104
64 1.0(DL+ EQUP -WIND -11.211 895.703 14.899 16.661 0.001 1.466
65 1.0(DL+ EQUP+LL + -19.281 1081.406 14.797 19.323 -0.633 23.765
66 1.0(DL+ EQUP+LL -W -11.653 1069.245 14.703 19.106 0.004 2.127
67 1.0(DL+ EQUP +WIN -15.043 912.08 21.963 34.141 0.035 12.333
68 1.0(DL+ EQUP -WIND -15.007 891.487 7.929 -0.602 -0.67 12.23769 1.0(DL+ EQUP+LL + -15.485 1085.622 21.767 36.586 0.038 12.994
70 1.0(DL+ EQUP+LL -W -15.449 1065.029 7.733 1.843 -0.667 12.898
1009 50 1.0(DL+50%LL+EQU 2.558 922.534 3.343 5.486 0.471 -5.897
51 1.0(DL+EQUP+50%L 166.907 1222.601 64.306 155.843 20.515 411.704
52 1.0(DL+EQUP+50%L -161.79 622.467 -57.62 -144.871 -19.574 -423.499
53 1.0(DL+EQUP+EQX+ 167.984 1110.819 62.869 153.687 20.441 411.975
54 1.0(DL+EQUP-EQX-0. -160.714 510.685 -59.057 -147.027 -19.649 -423.228
55 1.0(DL+EQUP+50%L 54.861 1017.997 173.927 425.131 11.98 126.924
56 1.0(DL+EQUP+50%L -49.744 827.072 -167.24 -414.16 -11.039 -138.71957 1.0(DL+EQUP+EQZ+ 55.938 906.215 172.49 422.976 11.906 127.195
58 1.0(DL+EQUP-EQZ-0. -48.667 715.289 -168.677 -416.315 -11.114 -138.448
59 1.0(DL+EQUP+50%L 53.44 1014.71 57.241 138.15 7.938 123.397
60 1.0(DL+EQUP+50%L -48.324 830.359 -50.554 -127.179 -6.997 -135.192
61 1.0(DL+EQUP+EQY+ 54.517 902.928 55.804 135.995 7.864 123.669
62 1.0(DL+EQUP-EQY-0. -47.247 718.576 -51.992 -129.334 -7.072 -134.921
63 1.0(DL+ EQUP +WIN -5.011 801.726 2.178 4.016 -0.1 15.062
64 1.0(DL+ EQUP -WIND 12.282 819.779 1.634 2.644 0.892 -26.315
65 1.0(DL+ EQUP+LL + -7.165 1025.29 5.053 8.327 0.049 14.52
66 1.0(DL+ EQUP+LL -W 10.128 1043.343 4.508 6.955 1.041 -26.857
67 1.0(DL+ EQUP +WIN 3.648 810.572 11.52 26.688 0.137 -5.658
68 1.0(DL+ EQUP -WIND 3.622 810.932 -7.708 -20.027 0.655 -5.594
69 1.0(DL+ EQUP+LL + 1.494 1034.137 14.394 30.998 0.286 -6.201
70 1.0(DL+ EQUP+LL -W 1.469 1034.497 -4.833 -15.716 0.804 -6.137
1010 50 1.0(DL+50%LL+EQU 1.563 1167.054 6.698 7.293 0.147 -1.992
51 1.0(DL+EQUP+50%L 261.833 1481.578 73.983 174.913 11.163 498.818
52 1.0(DL+EQUP+50%L -258.707 852.53 -60.587 -160.327 -10.869 -502.80353 1.0(DL+EQUP+EQX+ 259.916 1310.406 70.839 171.269 11.121 500.214
54 1.0(DL+EQUP-EQX-0. -260.625 681.358 -63.73 -163.97 -10.91 -501.408
55 1.0(DL+EQUP+50%L 84.319 1266.744 210.33 516.687 11.23 157.162
56 1.0(DL+EQUP+50%L -81.192 1067.364 -196.934 -502.101 -10.935 -161.147
57 1.0(DL+EQUP+EQZ+ 82.401 1095.572 207.186 513.044 11.188 158.557
58 1.0(DL+EQUP-EQZ-0. -83.11 896.192 -200.078 -505.745 -10.977 -159.751
59 1.0(DL+EQUP+50%L 82.095 1264.017 69.868 165.129 5.393 152.916
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
5/390
67 1.0(DL+ EQUP +WIN -0.337 995.834 15.464 32.347 0.123 -0.627
68 1.0(DL+ EQUP -WIND -0.371 995.93 -8.355 -25.048 0.087 -0.567
69 1.0(DL+ EQUP+LL + 3.498 1338.178 21.751 39.634 0.207 -3.41770 1.0(DL+ EQUP+LL -W 3.464 1338.273 -2.068 -17.761 0.171 -3.357
1011 50 1.0(DL+50%LL+EQU 1.457 727.224 6.766 6.19 0.158 -1.547
51 1.0(DL+EQUP+50%L 264.386 1025.503 72.374 174.295 10.505 509.521
52 1.0(DL+EQUP+50%L -261.472 428.945 -58.843 -161.914 -10.19 -512.614
53 1.0(DL+EQUP+EQX+ 264.596 909.378 69.678 171.376 10.459 509.281
54 1.0(DL+EQUP-EQX-0. -261.263 312.82 -61.539 -164.833 -10.236 -512.854
55 1.0(DL+EQUP+50%L 85.139 822.452 209.147 524.068 14.166 160.869
56 1.0(DL+EQUP+50%L -82.226 631.997 -195.615 -511.687 -13.85 -163.962
57 1.0(DL+EQUP+EQZ+ 85.349 706.326 206.451 521.149 14.12 160.62958 1.0(DL+EQUP-EQZ-0. -82.016 515.872 -198.311 -514.606 -13.897 -164.202
59 1.0(DL+EQUP+50%L 82.943 819.246 69.493 166.579 5.935 156.553
60 1.0(DL+EQUP+50%L -80.029 635.202 -55.961 -154.199 -5.62 -159.647
61 1.0(DL+EQUP+EQY+ 83.152 703.121 66.797 163.661 5.889 156.313
62 1.0(DL+EQUP-EQY-0. -79.819 519.077 -58.657 -157.117 -5.666 -159.887
63 1.0(DL+ EQUP +WIN -9.508 619.318 3.905 2.843 -0.012 18.443
64 1.0(DL+ EQUP -WIND 12.841 602.88 4.234 3.7 0.235 -22.017
65 1.0(DL+ EQUP+LL + -9.928 851.568 9.297 8.68 0.08 18.924
66 1.0(DL+ EQUP+LL -W 12.422 835.131 9.627 9.537 0.327 -21.53767 1.0(DL+ EQUP +WIN 1.689 611.173 15.483 31.085 0.285 -1.818
68 1.0(DL+ EQUP -WIND 1.644 611.024 -7.344 -24.541 -0.062 -1.756
69 1.0(DL+ EQUP+LL + 1.27 843.424 20.876 36.921 0.378 -1.337
70 1.0(DL+ EQUP+LL -W 1.224 843.275 -1.952 -18.704 0.03 -1.276
1012 50 1.0(DL+50%LL+EQU 3.356 776.575 7.408 5.932 0.363 -3.263
51 1.0(DL+EQUP+50%L 268.192 794.961 79.765 190.555 13.391 515.22
52 1.0(DL+EQUP+50%L -261.48 758.189 -64.949 -178.69 -12.665 -521.745
53 1.0(DL+EQUP+EQX+ 267.663 662.444 76.782 187.442 13.336 515.543
54 1.0(DL+EQUP-EQX-0. -262.009 625.672 -67.931 -181.803 -12.72 -521.422
55 1.0(DL+EQUP+50%L 87.508 789.275 228.549 570.893 19.501 161.388
56 1.0(DL+EQUP+50%L -80.795 763.875 -213.733 -559.028 -18.774 -167.913
57 1.0(DL+EQUP+EQZ+ 86.978 656.758 225.567 567.779 19.445 161.711
58 1.0(DL+EQUP-EQZ-0. -81.325 631.358 -216.715 -562.141 -18.829 -167.59
59 1.0(DL+EQUP+50%L 85.274 784.738 76.363 181.846 7.97 156.978
60 1.0(DL+EQUP+50%L -78.561 768.412 -61.547 -169.982 -7.244 -163.504
61 1.0(DL+EQUP+EQY+ 84.744 652.221 73.381 178.733 7.915 157.302
62 1.0(DL+EQUP-EQY-0. -79.091 635.895 -64.529 -173.095 -7.299 -163.18163 1.0(DL+ EQUP +WIN -7.293 643.947 4.343 2.601 0.167 15.922
64 1.0(DL+ EQUP -WIND 12.947 644.17 4.509 3.037 0.449 -21.801
65 1.0(DL+ EQUP+LL + -6.234 908.98 10.307 8.828 0.278 15.276
66 1.0(DL+ EQUP+LL -W 14.006 909.203 10.473 9.264 0.559 -22.448
67 1.0(DL+ EQUP +WIN 2.843 643.94 16.072 30.872 0.148 -2.963
68 1.0(DL+ EQUP -WIND 2.811 644.176 -7.221 -25.233 0.468 -2.916
69 1.0(DL+ EQUP+LL + 3.902 908.974 22.037 37.098 0.258 -3.61
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
6/390
56 1.0(DL+EQUP+50%L -74.727 912.602 -295.096 -727.343 -18.191 -166.206
57 1.0(DL+EQUP+EQZ+ 82.658 864.366 305.895 731.214 18.76 157.206
58 1.0(DL+EQUP-EQZ-0. -74.858 744.168 -298.172 -730.151 -18.247 -166.07459 1.0(DL+EQUP+50%L 80.705 1022.761 101.927 232.845 8.717 152.753
60 1.0(DL+EQUP+50%L -72.643 922.642 -88.051 -226.166 -8.092 -161.885
61 1.0(DL+EQUP+EQY+ 80.574 854.327 98.85 230.037 8.661 152.885
62 1.0(DL+EQUP-EQY-0. -72.774 754.207 -91.128 -228.974 -8.149 -161.753
63 1.0(DL+ EQUP +WIN -5.066 808.865 3.845 0.483 0.065 13.14
64 1.0(DL+ EQUP -WIND 12.866 799.669 3.878 0.58 0.447 -22.008
65 1.0(DL+ EQUP+LL + -4.803 1145.734 9.998 6.099 0.178 12.876
66 1.0(DL+ EQUP+LL -W 13.128 1136.538 10.03 6.196 0.56 -22.272
67 1.0(DL+ EQUP +WIN 3.916 803.768 18.425 34.286 0.057 -4.45968 1.0(DL+ EQUP -WIND 3.884 804.765 -10.702 -33.223 0.455 -4.409
69 1.0(DL+ EQUP+LL + 4.179 1140.637 24.577 39.902 0.17 -4.722
70 1.0(DL+ EQUP+LL -W 4.146 1141.634 -4.549 -27.607 0.568 -4.673
1014 50 1.0(DL+50%LL+EQU 7.192 1156.619 10.251 5.541 0.195 -9.021
51 1.0(DL+EQUP+50%L 289.234 1180.411 139.092 333.252 21.879 692.79
52 1.0(DL+EQUP+50%L -274.85 1132.828 -118.591 -322.17 -21.488 -710.831
53 1.0(DL+EQUP+EQX+ 288.261 975.871 135.026 329.568 21.828 693.674
54 1.0(DL+EQUP-EQX-0. -275.823 928.289 -122.657 -325.854 -21.538 -709.947
55 1.0(DL+EQUP+50%L 96.856 1184.194 411.327 1026.33 18.301 213.83356 1.0(DL+EQUP+50%L -82.472 1129.044 -390.826 -1015.25 -17.91 -231.874
57 1.0(DL+EQUP+EQZ+ 95.882 979.655 407.261 1022.646 18.25 214.717
58 1.0(DL+EQUP-EQZ-0. -83.445 924.505 -394.892 -1018.93 -17.961 -230.99
59 1.0(DL+EQUP+50%L 94.555 1171.491 135.306 323.178 9.555 207.97
60 1.0(DL+EQUP+50%L -80.172 1141.747 -114.805 -312.096 -9.164 -226.012
61 1.0(DL+EQUP+EQY+ 93.582 966.952 131.24 319.494 9.504 208.855
62 1.0(DL+EQUP-EQY-0. -81.145 937.208 -118.871 -315.78 -9.215 -225.127
63 1.0(DL+ EQUP +WIN -3.533 951.663 6.182 1.853 -0.106 14.848
64 1.0(DL+ EQUP -WIND 15.971 952.497 6.186 1.861 0.395 -31.12
65 1.0(DL+ EQUP+LL + -1.587 1360.742 14.315 9.221 -0.005 13.078
66 1.0(DL+ EQUP+LL -W 17.917 1361.575 14.319 9.228 0.497 -32.89
67 1.0(DL+ EQUP +WIN 6.244 951.547 23.225 43.218 0.028 -8.18
68 1.0(DL+ EQUP -WIND 6.194 952.613 -10.856 -39.504 0.261 -8.093
69 1.0(DL+ EQUP+LL + 8.19 1360.626 31.357 50.585 0.129 -9.949
70 1.0(DL+ EQUP+LL -W 8.14 1361.692 -2.723 -32.136 0.363 -9.862
1015 50 1.0(DL+50%LL+EQU 17.532 1144.712 11.593 8.613 0.054 -20.753
51 1.0(DL+EQUP+50%L 274.665 1236.177 150.037 353.729 22.333 657.62152 1.0(DL+EQUP+50%L -239.602 1053.247 -126.85 -336.503 -22.224 -699.127
53 1.0(DL+EQUP+EQX+ 272.006 1035.049 146.185 350.357 22.291 660.327
54 1.0(DL+EQUP-EQX-0. -242.26 852.119 -130.702 -339.875 -22.265 -696.422
55 1.0(DL+EQUP+50%L 99.707 1182.765 432.936 1059.39 17.411 194.972
56 1.0(DL+EQUP+50%L -64.644 1106.659 -409.749 -1042.16 -17.302 -236.479
57 1.0(DL+EQUP+EQZ+ 97.049 981.637 429.085 1056.018 17.369 197.678
58 1.0(DL+EQUP-EQZ-0. -67.302 905.53 -413.601 -1045.54 -17.343 -233.773
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
7/390
66 1.0(DL+ EQUP+LL -W 29.085 1347.168 15.438 11.965 0.34 -45.317
67 1.0(DL+ EQUP +WIN 14.913 943.454 26.023 48.768 0.142 -18.113
68 1.0(DL+ EQUP -WIND 14.833 943.713 -10.539 -38.286 -0.116 -17.982
69 1.0(DL+ EQUP+LL + 20.23 1345.711 33.726 55.512 0.224 -23.525
70 1.0(DL+ EQUP+LL -W 20.15 1345.97 -2.836 -31.541 -0.033 -23.393
1016 50 1.0(DL+50%LL+EQU -6.459 1529.531 7.468 10.992 0.079 -7.238
51 1.0(DL+EQUP+50%L 182.31 1759.495 98.734 235.573 19.993 437.476
52 1.0(DL+EQUP+50%L -195.228 1299.568 -83.798 -213.59 -19.836 -451.952
53 1.0(DL+EQUP+EQX+ 183.105 1578.59 96.8 233.123 19.999 438.577
54 1.0(DL+EQUP-EQX-0. -194.434 1118.664 -85.733 -216.04 -19.83 -450.85
55 1.0(DL+EQUP+50%L 53.403 1619.046 260.213 633.861 20.275 134.046
56 1.0(DL+EQUP+50%L -66.322 1440.017 -245.277 -611.878 -20.117 -148.52257 1.0(DL+EQUP+EQZ+ 54.198 1438.141 258.279 631.411 20.281 135.148
58 1.0(DL+EQUP-EQZ-0. -65.527 1259.112 -247.211 -614.328 -20.112 -147.421
59 1.0(DL+EQUP+50%L 51.797 1623.25 88.247 209.47 9.52 130.496
60 1.0(DL+EQUP+50%L -64.715 1435.813 -73.311 -187.487 -9.362 -144.973
61 1.0(DL+EQUP+EQY+ 52.591 1442.345 86.313 207.02 9.526 131.598
62 1.0(DL+EQUP-EQY-0. -63.92 1254.909 -75.245 -189.937 -9.356 -143.871
63 1.0(DL+ EQUP +WIN -11.582 1354.396 5.587 8.696 -0.152 7.898
64 1.0(DL+ EQUP -WIND 0.253 1342.858 5.481 8.387 0.321 -20.171
65 1.0(DL+ EQUP+LL + -13.171 1716.205 9.455 13.596 -0.164 5.69466 1.0(DL+ EQUP+LL -W -1.337 1704.667 9.349 13.287 0.31 -22.374
67 1.0(DL+ EQUP +WIN -5.667 1349.31 18.148 38.263 0.406 -6.171
68 1.0(DL+ EQUP -WIND -5.662 1347.944 -7.08 -21.18 -0.237 -6.102
69 1.0(DL+ EQUP+LL + -7.257 1711.119 22.016 43.163 0.394 -8.374
70 1.0(DL+ EQUP+LL -W -7.251 1709.753 -3.212 -16.28 -0.248 -8.305
1017 50 1.0(DL+50%LL+EQU 1.11 234.058 -3.332 -1.535 0.083 -2.279
51 1.0(DL+EQUP+50%L 103.356 382.956 17.965 41.606 9.148 215.415
52 1.0(DL+EQUP+50%L -101.136 85.161 -24.63 -44.676 -8.983 -219.973
53 1.0(DL+EQUP+EQX+ 103.784 354.291 19.961 42.923 9.129 215.625
54 1.0(DL+EQUP-EQX-0. -100.709 56.496 -22.634 -43.359 -9.002 -219.762
55 1.0(DL+EQUP+50%L 33.266 325.083 41.725 90.789 9.836 66.106
56 1.0(DL+EQUP+50%L -31.046 143.034 -48.389 -93.859 -9.671 -70.664
57 1.0(DL+EQUP+EQZ+ 33.693 296.419 43.721 92.106 9.817 66.317
58 1.0(DL+EQUP-EQZ-0. -30.618 114.369 -46.394 -92.542 -9.69 -70.454
59 1.0(DL+EQUP+50%L 32.42 289.765 12.069 29.907 4.469 64.327
60 1.0(DL+EQUP+50%L -30.2 178.352 -18.734 -32.977 -4.304 -68.885
61 1.0(DL+EQUP+EQY+ 32.848 261.1 14.065 31.225 4.45 64.53862 1.0(DL+EQUP-EQY-0. -29.773 149.687 -16.738 -31.66 -4.323 -68.675
63 1.0(DL+ EQUP +WIN -3.69 200.063 -1.401 -0.339 0.044 7.946
64 1.0(DL+ EQUP -WIND 6.765 210.725 -1.272 -0.096 0.083 -12.083
65 1.0(DL+ EQUP+LL + -4.546 257.392 -5.393 -2.973 0.082 7.525
66 1.0(DL+ EQUP+LL -W 5.909 268.054 -5.264 -2.73 0.121 -12.504
67 1.0(DL+ EQUP +WIN 1.546 205.973 -0.959 0.63 -0.327 -2.079
68 1.0(DL+ EQUP -WIND 1.529 204.815 -1.714 -1.065 0.454 -2.058
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
8/390
55 1.0(DL+EQUP+50%L 83.721 1245.433 163.945 392.986 14.116 133.867
56 1.0(DL+EQUP+50%L -56.056 1122.287 -159.141 -387.95 -13.23 -155.262
57 1.0(DL+EQUP+EQZ+ 83.175 1095.773 164.153 392.801 14.052 134.847
58 1.0(DL+EQUP-EQZ-0. -56.602 972.626 -158.933 -388.135 -13.294 -154.282
59 1.0(DL+EQUP+50%L 81.928 1230.321 53.533 126.107 8.101 130.17
60 1.0(DL+EQUP+50%L -54.263 1137.4 -48.73 -121.071 -7.216 -151.565
61 1.0(DL+EQUP+EQY+ 81.382 1080.66 53.741 125.923 8.038 131.15
62 1.0(DL+EQUP-EQY-0. -54.809 987.739 -48.521 -121.256 -7.279 -150.585
63 1.0(DL+ EQUP +WIN 3.627 1032.212 2.888 3.003 0.251 10.439
64 1.0(DL+ EQUP -WIND 22.946 1036.187 2.332 1.664 0.508 -29.874
65 1.0(DL+ EQUP+LL + 4.719 1331.534 2.471 3.372 0.378 8.479
66 1.0(DL+ EQUP+LL -W 24.038 1335.508 1.915 2.033 0.635 -31.83467 1.0(DL+ EQUP +WIN 13.292 1033.165 12.042 24.627 -0.095 -9.723
68 1.0(DL+ EQUP -WIND 13.28 1035.234 -6.822 -19.96 0.853 -9.712
69 1.0(DL+ EQUP+LL + 14.384 1332.486 11.625 24.996 0.033 -11.683
70 1.0(DL+ EQUP+LL -W 14.372 1334.556 -7.238 -19.591 0.98 -11.672
1019 50 1.0(DL+50%LL+EQU -7.839 1169.869 -11.163 -10.085 0.615 7.435
51 1.0(DL+EQUP+50%L 287.533 1692.675 54.702 155.857 16.581 597.96
52 1.0(DL+EQUP+50%L -303.211 647.062 -77.028 -176.027 -15.351 -583.091
53 1.0(DL+EQUP+EQX+ 285.819 1517.704 55.388 156.179 16.496 599.131
54 1.0(DL+EQUP-EQX-0. -304.926 472.091 -76.342 -175.704 -15.436 -581.92155 1.0(DL+EQUP+50%L 84.914 1349.394 188.393 495.083 13.22 192.741
56 1.0(DL+EQUP+50%L -100.592 990.343 -210.719 -515.253 -11.99 -177.871
57 1.0(DL+EQUP+EQZ+ 83.2 1174.423 189.079 495.405 13.135 193.911
58 1.0(DL+EQUP-EQZ-0. -102.306 815.372 -210.033 -514.93 -12.075 -176.701
59 1.0(DL+EQUP+50%L 82.538 1333.484 50.732 146.374 7.404 188.043
60 1.0(DL+EQUP+50%L -98.215 1006.253 -73.058 -166.543 -6.175 -173.173
61 1.0(DL+EQUP+EQY+ 80.823 1158.513 51.418 146.696 7.32 189.213
62 1.0(DL+EQUP-EQY-0. -99.93 831.282 -72.372 -166.221 -6.259 -172.003
63 1.0(DL+ EQUP +WIN -21.99 978.503 -10.586 -10.032 0.483 32.018
64 1.0(DL+ EQUP -WIND 2.883 1011.292 -10.368 -9.493 0.577 -14.808
65 1.0(DL+ EQUP+LL + -18.561 1328.445 -11.959 -10.677 0.653 29.677
66 1.0(DL+ EQUP+LL -W 6.312 1361.234 -11.74 -10.137 0.747 -17.148
67 1.0(DL+ EQUP +WIN -9.544 993.568 1.752 19.825 0.532 8.605
68 1.0(DL+ EQUP -WIND -9.563 996.228 -22.706 -39.35 0.529 8.605
69 1.0(DL+ EQUP+LL + -6.115 1343.51 0.379 19.181 0.701 6.265
70 1.0(DL+ EQUP+LL -W -6.134 1346.17 -24.078 -39.995 0.698 6.264
1020 50 1.0(DL+50%LL+EQU 1.729 1137.498 17.24 11.2 0.684 -0.01851 1.0(DL+EQUP+50%L 319.084 1417.357 85.295 180.601 16.404 606.976
52 1.0(DL+EQUP+50%L -315.626 857.639 -50.814 -158.2 -15.035 -607.012
53 1.0(DL+EQUP+EQX+ 319.579 1272.301 85.947 180.886 16.309 606.59
54 1.0(DL+EQUP-EQX-0. -315.131 712.583 -50.162 -157.915 -15.13 -607.398
55 1.0(DL+EQUP+50%L 101.361 1234.622 225.136 529.851 15.511 190.415
56 1.0(DL+EQUP+50%L -97.903 1040.375 -190.656 -507.45 -14.142 -190.451
57 1.0(DL+EQUP+EQZ+ 101.856 1089.566 225.788 530.136 15.416 190.029
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
9/390
65 1.0(DL+ EQUP+LL + -11.005 1291.222 16.395 10.447 0.988 22.759
66 1.0(DL+ EQUP+LL -W 13.473 1273.888 16.783 11.383 0.571 -22.024
67 1.0(DL+ EQUP +WIN 2.229 993.123 30.101 40.353 0.747 -0.397
68 1.0(DL+ EQUP -WIND 2.218 991.761 5.684 -17.382 0.432 -0.411
69 1.0(DL+ EQUP+LL + 1.24 1283.236 28.797 39.783 0.937 0.375
70 1.0(DL+ EQUP+LL -W 1.228 1281.874 4.38 -17.952 0.622 0.361
1021 50 1.0(DL+50%LL+EQU 1.557 1289.906 27.784 17.918 0.442 0.051
51 1.0(DL+EQUP+50%L 299.892 1305.405 102.279 202.661 17.428 592.411
52 1.0(DL+EQUP+50%L -296.778 1274.407 -46.71 -166.825 -16.544 -592.309
53 1.0(DL+EQUP+EQX+ 299.23 1140.43 103.105 203.095 17.354 592.926
54 1.0(DL+EQUP-EQX-0. -297.439 1109.432 -45.883 -166.391 -16.617 -591.794
55 1.0(DL+EQUP+50%L 95.13 1315.547 256.238 584.663 19.504 185.77356 1.0(DL+EQUP+50%L -92.016 1264.264 -200.669 -548.827 -18.62 -185.67
57 1.0(DL+EQUP+EQZ+ 94.468 1150.573 257.065 585.097 19.431 186.287
58 1.0(DL+EQUP-EQZ-0. -92.677 1099.29 -199.843 -548.393 -18.693 -185.155
59 1.0(DL+EQUP+50%L 92.805 1312.385 98.857 194.291 8.966 181.163
60 1.0(DL+EQUP+50%L -89.691 1267.427 -43.288 -158.455 -8.082 -181.061
61 1.0(DL+EQUP+EQY+ 92.143 1147.41 99.683 194.725 8.893 181.678
62 1.0(DL+EQUP-EQY-0. -90.352 1102.452 -42.461 -158.021 -8.155 -180.546
63 1.0(DL+ EQUP +WIN -9.791 1125.079 28.528 18.145 0.407 20.9
64 1.0(DL+ EQUP -WIND 11.582 1124.783 28.694 18.559 0.331 -19.76865 1.0(DL+ EQUP+LL + -8.468 1455.028 26.875 17.277 0.553 19.871
66 1.0(DL+ EQUP+LL -W 12.905 1454.732 27.041 17.691 0.477 -20.797
67 1.0(DL+ EQUP +WIN 0.891 1125.818 41.177 47.693 0.259 0.584
68 1.0(DL+ EQUP -WIND 0.9 1124.044 16.046 -10.989 0.479 0.547
69 1.0(DL+ EQUP+LL + 2.214 1455.767 39.523 46.825 0.405 -0.445
70 1.0(DL+ EQUP+LL -W 2.223 1453.993 14.392 -11.857 0.625 -0.481
1022 50 1.0(DL+50%LL+EQU 4.562 1636.977 28.123 16.741 0.433 -2.646
51 1.0(DL+EQUP+50%L 273.433 1906.876 133.602 263.956 22.517 566.293
52 1.0(DL+EQUP+50%L -264.309 1367.078 -77.356 -230.475 -21.651 -571.584
53 1.0(DL+EQUP+EQX+ 274.196 1700.607 134.554 264.64 22.437 565.869
54 1.0(DL+EQUP-EQX-0. -263.546 1160.809 -76.405 -229.791 -21.731 -572.008
55 1.0(DL+EQUP+50%L 88.836 1760.296 341.237 751.875 16.912 175.617
56 1.0(DL+EQUP+50%L -79.713 1513.658 -284.991 -718.394 -16.045 -180.909
57 1.0(DL+EQUP+EQZ+ 89.6 1554.027 342.188 752.56 16.831 175.193
58 1.0(DL+EQUP-EQZ-0. -78.949 1307.389 -284.039 -717.71 -16.126 -181.333
59 1.0(DL+EQUP+50%L 86.789 1748.775 126.446 247.724 9.56 171.273
60 1.0(DL+EQUP+50%L -77.666 1525.179 -70.2 -214.242 -8.694 -176.56461 1.0(DL+EQUP+EQY+ 87.552 1542.506 127.398 248.408 9.48 170.849
62 1.0(DL+EQUP-EQY-0. -76.902 1318.91 -69.249 -213.558 -8.774 -176.988
63 1.0(DL+ EQUP +WIN -3.841 1438.03 29.052 17.366 0.365 15.421
64 1.0(DL+ EQUP -WIND 14.491 1423.386 29.098 17.484 0.34 -21.56
65 1.0(DL+ EQUP+LL + -5.368 1850.568 27.149 15.998 0.526 16.269
66 1.0(DL+ EQUP+LL -W 12.964 1835.924 27.194 16.115 0.501 -20.713
67 1.0(DL+ EQUP +WIN 5.317 1432.085 44.801 52.654 0.188 -3.046
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
10/390
54 1.0(DL+EQUP-EQX-0. -341.65 1633.398 -114.308 -316.764 -24.193 -798.09
55 1.0(DL+EQUP+50%L 105.059 1971.733 447.598 1038.207 15.466 255.522
56 1.0(DL+EQUP+50%L -107.975 1851.033 -404.92 -1014.11 -14.444 -246.678
57 1.0(DL+EQUP+EQZ+ 105.042 1723.868 448.772 1038.834 15.342 255.154
58 1.0(DL+EQUP-EQZ-0. -107.992 1603.168 -403.746 -1013.48 -14.568 -247.046
59 1.0(DL+EQUP+50%L 102.553 1960.517 153.785 331.382 9.87 249.56
60 1.0(DL+EQUP+50%L -105.469 1862.248 -111.106 -307.282 -8.848 -240.716
61 1.0(DL+EQUP+EQY+ 102.536 1712.653 154.959 332.009 9.746 249.192
62 1.0(DL+EQUP-EQY-0. -105.486 1614.384 -109.933 -306.655 -8.972 -241.084
63 1.0(DL+ EQUP +WIN -12.206 1663.507 22.512 12.675 0.272 28.331
64 1.0(DL+ EQUP -WIND 9.257 1663.53 22.514 12.679 0.502 -20.223
65 1.0(DL+ EQUP+LL + -12.173 2159.236 20.164 11.42 0.52 29.06766 1.0(DL+ EQUP+LL -W 9.29 2159.258 20.167 11.425 0.751 -19.487
67 1.0(DL+ EQUP +WIN -1.494 1664.848 41.385 55.941 0.291 4.103
68 1.0(DL+ EQUP -WIND -1.456 1662.189 3.641 -30.587 0.483 4.004
69 1.0(DL+ EQUP+LL + -1.46 2160.577 39.038 54.686 0.539 4.839
70 1.0(DL+ EQUP+LL -W -1.423 2157.917 1.293 -31.841 0.732 4.741
1024 50 1.0(DL+50%LL+EQU -3.945 1869.917 18.879 12.885 0.391 6.476
51 1.0(DL+EQUP+50%L 237.578 1895.526 149.385 318.133 22.053 554.807
52 1.0(DL+EQUP+50%L -245.469 1844.308 -111.627 -292.363 -21.272 -541.856
53 1.0(DL+EQUP+EQX+ 238.584 1652.969 150.446 318.876 21.925 553.45454 1.0(DL+EQUP-EQX-0. -244.464 1601.751 -110.566 -291.62 -21.4 -543.209
55 1.0(DL+EQUP+50%L 71.649 1923.057 416.243 942.248 14.373 178.024
56 1.0(DL+EQUP+50%L -79.54 1816.777 -378.485 -916.477 -13.592 -165.072
57 1.0(DL+EQUP+EQZ+ 72.654 1680.499 417.304 942.99 14.245 176.67
58 1.0(DL+EQUP-EQZ-0. -78.535 1574.22 -377.424 -915.735 -13.72 -166.426
59 1.0(DL+EQUP+50%L 69.901 1918.755 142.54 302.527 8.81 174.023
60 1.0(DL+EQUP+50%L -77.792 1821.079 -104.782 -276.756 -8.029 -161.072
61 1.0(DL+EQUP+EQY+ 70.906 1676.197 143.601 303.269 8.682 172.67
62 1.0(DL+EQUP-EQY-0. -76.787 1578.522 -103.721 -276.014 -8.157 -162.425
63 1.0(DL+ EQUP +WIN -10.232 1627.554 19.947 13.644 0.11 21.04
64 1.0(DL+ EQUP -WIND 4.351 1627.165 19.933 13.611 0.415 -10.795
65 1.0(DL+ EQUP+LL + -12.242 2112.668 17.825 12.159 0.367 23.747
66 1.0(DL+ EQUP+LL -W 2.341 2112.28 17.811 12.126 0.671 -8.089
67 1.0(DL+ EQUP +WIN -2.961 1628.492 37.903 53.662 0.342 5.168
68 1.0(DL+ EQUP -WIND -2.92 1626.227 1.977 -26.407 0.183 5.077
69 1.0(DL+ EQUP+LL + -4.971 2113.607 35.781 52.177 0.599 7.874
70 1.0(DL+ EQUP+LL -W -4.93 2111.341 -0.145 -27.892 0.439 7.7831025 50 1.0(DL+50%LL+EQU -17.687 1395.066 16.095 12.603 0.017 18.884
51 1.0(DL+EQUP+50%L 276.038 1991.228 106.253 235.781 19.083 607.789
52 1.0(DL+EQUP+50%L -311.413 798.905 -74.063 -210.575 -19.05 -570.021
53 1.0(DL+EQUP+EQX+ 276.598 1826.171 103.939 233.977 19.056 606.229
54 1.0(DL+EQUP-EQX-0. -310.853 633.848 -76.377 -212.379 -19.077 -571.581
55 1.0(DL+EQUP+50%L 74.387 1607.491 265.01 630.645 25.49 203.184
56 1.0(DL+EQUP+50%L -109.762 1182.641 -232.82 -605.439 -25.457 -165.416
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
11/390
64 1.0(DL+ EQUP -WIND -8.73 1245.504 13.74 10.652 0.056 0.804
65 1.0(DL+ EQUP+LL + -26.645 1544.629 18.45 14.554 -0.023 36.964
66 1.0(DL+ EQUP+LL -W -9.85 1575.616 18.368 14.261 0.111 3.925
67 1.0(DL+ EQUP +WIN -17.119 1228.954 27.034 41.548 0.516 17.352
68 1.0(DL+ EQUP -WIND -17.136 1231.066 0.528 -19.951 -0.537 17.295
69 1.0(DL+ EQUP+LL + -18.239 1559.067 31.662 45.157 0.571 20.473
70 1.0(DL+ EQUP+LL -W -18.256 1561.178 5.156 -16.342 -0.483 20.416
1026 50 1.0(DL+50%LL+EQU -10.352 558.547 10.628 -1.27 0.773 13.063
51 1.0(DL+EQUP+50%L 216.001 1536.466 54.198 132.145 23.896 550.904
52 1.0(DL+EQUP+50%L -236.706 -419.372 -32.942 -134.685 -22.351 -524.778
53 1.0(DL+EQUP+EQX+ 218.048 1482.439 52.761 132.561 23.777 548.322
54 1.0(DL+EQUP-EQX-0. -234.66 -473.399 -34.38 -134.269 -22.469 -527.3655 1.0(DL+EQUP+50%L 60.733 978.932 137.217 400.084 26.958 181.4
56 1.0(DL+EQUP+50%L -81.437 138.163 -115.962 -402.624 -25.413 -155.274
57 1.0(DL+EQUP+EQZ+ 62.779 924.905 135.78 400.5 26.84 178.818
58 1.0(DL+EQUP-EQZ-0. -79.391 84.136 -117.399 -402.208 -25.531 -157.856
59 1.0(DL+EQUP+50%L 58.952 891.366 51.623 126.695 12.714 177.442
60 1.0(DL+EQUP+50%L -79.657 225.728 -30.368 -129.235 -11.169 -151.317
61 1.0(DL+EQUP+EQY+ 60.999 837.339 50.186 127.111 12.596 174.861
62 1.0(DL+EQUP-EQY-0. -77.611 171.701 -31.805 -128.819 -11.288 -153.899
63 1.0(DL+ EQUP +WIN -14.798 528.908 9.175 -0.768 0.604 25.564 1.0(DL+ EQUP -WIND -1.814 480.132 9.206 -0.94 0.705 -4.538
65 1.0(DL+ EQUP+LL + -18.89 636.962 12.049 -1.6 0.841 30.664
66 1.0(DL+ EQUP+LL -W -5.907 588.186 12.08 -1.772 0.941 0.625
67 1.0(DL+ EQUP +WIN -8.286 511.529 17.126 22.232 1.209 10.503
68 1.0(DL+ EQUP -WIND -8.327 497.511 1.255 -23.94 0.099 10.459
69 1.0(DL+ EQUP+LL + -12.378 619.583 20 21.4 1.446 15.667
70 1.0(DL+ EQUP+LL -W -12.419 605.565 4.129 -24.772 0.336 15.622
1027 50 1.0(DL+50%LL+EQU 1.337 232.634 3.435 1.778 0.106 -3.315
51 1.0(DL+EQUP+50%L 74.066 349.996 24.746 44.935 7.942 152.224
52 1.0(DL+EQUP+50%L -71.392 115.271 -17.877 -41.38 -7.73 -158.855
53 1.0(DL+EQUP+EQX+ 74.626 320.999 22.728 43.573 7.926 152.46
54 1.0(DL+EQUP-EQX-0. -70.833 86.275 -19.895 -42.742 -7.746 -158.619
55 1.0(DL+EQUP+50%L 24.828 313.626 48.519 94.124 8.744 46.746
56 1.0(DL+EQUP+50%L -22.155 151.641 -41.65 -90.568 -8.533 -53.377
57 1.0(DL+EQUP+EQZ+ 25.388 284.63 46.501 92.761 8.728 46.982
58 1.0(DL+EQUP-EQZ-0. -21.595 122.645 -43.668 -91.93 -8.548 -53.141
59 1.0(DL+EQUP+50%L 23.833 278.711 18.846 33.229 3.959 44.63160 1.0(DL+EQUP+50%L -21.16 186.556 -11.976 -29.673 -3.747 -51.262
61 1.0(DL+EQUP+EQY+ 24.393 249.715 16.827 31.866 3.943 44.867
62 1.0(DL+EQUP-EQY-0. -20.6 157.56 -13.995 -31.035 -3.763 -51.026
63 1.0(DL+ EQUP +WIN -3.043 198.386 1.351 0.292 0.182 6.556
64 1.0(DL+ EQUP -WIND 6.836 208.888 1.482 0.539 -0.002 -12.715
65 1.0(DL+ EQUP+LL + -4.163 256.379 5.388 3.017 0.213 6.084
66 1.0(DL+ EQUP+LL -W 5.716 266.881 5.518 3.263 0.029 -13.187
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
12/390
53 1.0(DL+EQUP+EQX+ 182.695 1240.251 55.948 137.44 29.454 308.681
54 1.0(DL+EQUP-EQX-0. -133.345 912.763 -77.716 -157.035 -29.166 -348.873
55 1.0(DL+EQUP+50%L 77.287 1509.24 174.937 397.405 24.116 83.821
56 1.0(DL+EQUP+50%L -24.915 854.126 -195.281 -417.481 -23.731 -127.886
57 1.0(DL+EQUP+EQZ+ 75.776 1404.064 174.225 397.646 24.068 85.757
58 1.0(DL+EQUP-EQZ-0. -26.426 748.95 -195.993 -417.24 -23.78 -125.95
59 1.0(DL+EQUP+50%L 75.264 1304.365 48.468 119.054 12.596 79.299
60 1.0(DL+EQUP+50%L -22.891 1059.001 -68.811 -139.129 -12.212 -123.363
61 1.0(DL+EQUP+EQY+ 73.752 1199.189 47.755 119.294 12.548 81.235
62 1.0(DL+EQUP-EQY-0. -24.403 953.826 -69.524 -138.889 -12.26 -121.427
63 1.0(DL+ EQUP +WIN 15.473 1074.216 -10.6 -9.099 -0.937 -0.671
64 1.0(DL+ EQUP -WIND 33.877 1078.799 -11.169 -10.495 1.225 -39.52165 1.0(DL+ EQUP+LL + 18.496 1284.568 -9.174 -9.581 -0.84 -4.543
66 1.0(DL+ EQUP+LL -W 36.899 1289.15 -9.744 -10.976 1.321 -43.393
67 1.0(DL+ EQUP +WIN 24.639 1097.395 0.504 14.54 -0.686 -19.998
68 1.0(DL+ EQUP -WIND 24.711 1055.62 -22.272 -34.135 0.974 -20.194
69 1.0(DL+ EQUP+LL + 27.662 1307.746 1.929 14.059 -0.589 -23.87
70 1.0(DL+ EQUP+LL -W 27.733 1265.972 -20.847 -34.616 1.071 -24.067
1029 50 1.0(DL+50%LL+EQU -12.376 902.25 1.656 -3.53 0.32 8.787
51 1.0(DL+EQUP+50%L 176.061 1287.389 72.465 155.866 20.688 360.031
52 1.0(DL+EQUP+50%L -200.813 517.112 -69.153 -162.927 -20.048 -342.45853 1.0(DL+EQUP+EQX+ 174.599 1166.758 71.114 156.458 20.617 361.594
54 1.0(DL+EQUP-EQX-0. -202.275 396.481 -70.504 -162.336 -20.118 -340.895
55 1.0(DL+EQUP+50%L 47.915 1285.258 219.675 485.769 12.74 121.294
56 1.0(DL+EQUP+50%L -72.668 519.243 -216.362 -492.83 -12.1 -103.72
57 1.0(DL+EQUP+EQZ+ 46.454 1164.627 218.324 486.36 12.67 122.856
58 1.0(DL+EQUP-EQZ-0. -74.129 398.612 -217.713 -492.238 -12.17 -102.158
59 1.0(DL+EQUP+50%L 45.706 1084.482 69.004 147.679 8.01 116.874
60 1.0(DL+EQUP+50%L -70.458 720.018 -65.691 -154.74 -7.369 -99.3
61 1.0(DL+EQUP+EQY+ 44.244 963.852 67.653 148.271 7.939 118.436
62 1.0(DL+EQUP-EQY-0. -71.92 599.387 -67.042 -154.148 -7.44 -97.738
63 1.0(DL+ EQUP +WIN -24.504 767.979 0.276 -3.135 -0.663 29.467
64 1.0(DL+ EQUP -WIND -3.172 795.259 0.335 -2.743 1.163 -8.769
65 1.0(DL+ EQUP+LL + -21.58 1009.241 2.977 -4.318 -0.523 26.342
66 1.0(DL+ EQUP+LL -W -0.248 1036.521 3.037 -3.926 1.304 -11.894
67 1.0(DL+ EQUP +WIN -14.001 799.64 14.578 27.68 0.245 10.551
68 1.0(DL+ EQUP -WIND -13.675 763.599 -13.967 -33.557 0.255 10.147
69 1.0(DL+ EQUP+LL + -11.077 1040.901 17.28 26.496 0.385 7.42670 1.0(DL+ EQUP+LL -W -10.751 1004.861 -11.265 -34.74 0.395 7.022
1030 50 1.0(DL+50%LL+EQU 2.041 958.192 -6.177 -9.943 0.461 -2.412
51 1.0(DL+EQUP+50%L 203.751 1132.546 57.301 147.271 15.256 358.711
52 1.0(DL+EQUP+50%L -199.67 783.839 -69.655 -167.156 -14.335 -363.534
53 1.0(DL+EQUP+EQX+ 203.392 994.724 59.278 150.103 15.212 359.472
54 1.0(DL+EQUP-EQX-0. -200.029 646.017 -67.678 -164.325 -14.379 -362.772
55 1.0(DL+EQUP+50%L 66.441 1025.476 186.587 468.731 14.29 113.128
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
13/390
63 1.0(DL+ EQUP +WIN -8.986 828.74 -4.393 -7.585 0.654 16.858
64 1.0(DL+ EQUP -WIND 12.349 812 -4.007 -6.636 0.178 -20.158
65 1.0(DL+ EQUP+LL + -8.268 1104.384 -8.347 -13.249 0.743 15.335
66 1.0(DL+ EQUP+LL -W 13.068 1087.644 -7.962 -12.3 0.267 -21.681
67 1.0(DL+ EQUP +WIN 1.522 821.398 8.067 21.357 0.569 -1.457
68 1.0(DL+ EQUP -WIND 1.841 819.342 -16.466 -35.579 0.264 -1.843
69 1.0(DL+ EQUP+LL + 2.24 1097.042 4.112 15.693 0.658 -2.98
70 1.0(DL+ EQUP+LL -W 2.56 1094.986 -20.421 -41.242 0.353 -3.366
1031 50 1.0(DL+50%LL+EQU 2.313 1054.831 -12.527 -14.584 0.319 -2.412
51 1.0(DL+EQUP+50%L 192.22 1060.254 56.4 155.744 15.95 349.178
52 1.0(DL+EQUP+50%L -187.594 1049.408 -81.455 -184.912 -15.312 -354.002
53 1.0(DL+EQUP+EQX+ 191.081 900.221 58.695 159.057 15.899 350.51754 1.0(DL+EQUP-EQX-0. -188.733 889.375 -79.161 -181.599 -15.364 -352.662
55 1.0(DL+EQUP+50%L 63.251 1059.378 198.882 508.502 17.731 110.362
56 1.0(DL+EQUP+50%L -58.624 1050.284 -223.937 -537.669 -17.093 -115.186
57 1.0(DL+EQUP+EQZ+ 62.111 899.345 201.177 511.814 17.68 111.701
58 1.0(DL+EQUP-EQZ-0. -59.764 890.251 -221.643 -534.357 -17.144 -113.846
59 1.0(DL+EQUP+50%L 60.744 1058.264 53.491 148.27 8.062 105.739
60 1.0(DL+EQUP+50%L -56.117 1051.397 -78.546 -177.438 -7.424 -110.563
61 1.0(DL+EQUP+EQY+ 59.604 898.231 55.786 151.583 8.01 107.078
62 1.0(DL+EQUP-EQY-0. -57.257 891.364 -76.251 -174.125 -7.475 -109.22463 1.0(DL+ EQUP +WIN -8.234 895.013 -10.3 -11.443 0.254 15.819
64 1.0(DL+ EQUP -WIND 10.581 894.583 -10.166 -11.1 0.281 -17.964
65 1.0(DL+ EQUP+LL + -5.954 1215.079 -14.889 -18.068 0.357 13.14
66 1.0(DL+ EQUP+LL -W 12.861 1214.649 -14.755 -17.725 0.384 -20.643
67 1.0(DL+ EQUP +WIN 1.106 894.436 2.53 17.969 0.146 -0.959
68 1.0(DL+ EQUP -WIND 1.242 895.16 -22.996 -40.512 0.389 -1.186
69 1.0(DL+ EQUP+LL + 3.385 1214.502 -2.059 11.344 0.249 -3.638
70 1.0(DL+ EQUP+LL -W 3.521 1215.226 -27.585 -47.137 0.492 -3.866
1032 50 1.0(DL+50%LL+EQU 1.792 1276.629 -14.778 -18.527 0.278 -2
51 1.0(DL+EQUP+50%L 175.498 1430.594 82.582 209.519 25.659 336.273
52 1.0(DL+EQUP+50%L -171.915 1122.663 -112.138 -246.572 -25.103 -340.272
53 1.0(DL+EQUP+EQX+ 175.997 1228.398 85.05 212.893 25.62 336.442
54 1.0(DL+EQUP-EQX-0. -171.415 920.467 -109.671 -243.198 -25.143 -340.104
55 1.0(DL+EQUP+50%L 57.475 1326.708 273.922 659.364 17.813 106.407
56 1.0(DL+EQUP+50%L -53.892 1226.549 -303.477 -696.418 -17.258 -110.407
57 1.0(DL+EQUP+EQZ+ 57.974 1124.511 276.389 662.738 17.774 106.576
58 1.0(DL+EQUP-EQZ-0. -53.392 1024.353 -301.01 -693.044 -17.297 -110.23859 1.0(DL+EQUP+50%L 55.223 1326.451 76.322 194.679 10.311 102.03
60 1.0(DL+EQUP+50%L -51.64 1226.806 -105.877 -231.733 -9.756 -106.029
61 1.0(DL+EQUP+EQY+ 55.723 1124.255 78.789 198.053 10.272 102.199
62 1.0(DL+EQUP-EQY-0. -51.141 1024.61 -103.41 -228.359 -9.795 -105.861
63 1.0(DL+ EQUP +WIN -5.899 1081.174 -12.336 -15.215 0.448 13.599
64 1.0(DL+ EQUP -WIND 10.48 1067.691 -12.285 -15.091 0.029 -17.261
65 1.0(DL+ EQUP+LL + -6.897 1485.566 -17.271 -21.963 0.526 13.262
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
14/390
52 1.0(DL+EQUP+50%L -247.846 1393.475 -155.782 -353.566 -35.461 -574.497
53 1.0(DL+EQUP+EQX+ 244.416 1173.847 110.229 299.575 35.775 576.959
54 1.0(DL+EQUP-EQX-0. -248.4 1148.818 -152.7 -349.341 -35.494 -573.79
55 1.0(DL+EQUP+50%L 77.394 1413.931 384.611 981.181 19.645 184.954
56 1.0(DL+EQUP+50%L -80.269 1398.048 -433.247 -1039.4 -19.298 -183.198
57 1.0(DL+EQUP+EQZ+ 76.84 1169.274 387.693 985.406 19.612 185.66
58 1.0(DL+EQUP-EQZ-0. -80.824 1153.392 -430.165 -1035.17 -19.331 -182.491
59 1.0(DL+EQUP+50%L 74.315 1414.418 103.586 285.658 13.034 177.74
60 1.0(DL+EQUP+50%L -77.19 1397.561 -152.221 -343.875 -12.687 -175.984
61 1.0(DL+EQUP+EQY+ 73.761 1169.761 106.668 289.883 13.001 178.446
62 1.0(DL+EQUP-EQY-0. -77.745 1152.904 -149.139 -339.649 -12.72 -175.277
63 1.0(DL+ EQUP +WIN -12.87 1161.075 -21.234 -24.881 0.44 26.11264 1.0(DL+ EQUP -WIND 8.886 1161.59 -21.237 -24.885 -0.159 -22.943
65 1.0(DL+ EQUP+LL + -11.762 1650.389 -27.398 -33.332 0.506 24.699
66 1.0(DL+ EQUP+LL -W 9.995 1650.904 -27.401 -33.336 -0.094 -24.356
67 1.0(DL+ EQUP +WIN -2.068 1160.7 -1.043 21.319 0.021 1.737
68 1.0(DL+ EQUP -WIND -1.916 1161.965 -41.429 -71.084 0.26 1.432
69 1.0(DL+ EQUP+LL + -0.96 1650.014 -7.207 12.868 0.087 0.324
70 1.0(DL+ EQUP+LL -W -0.807 1651.279 -47.593 -79.536 0.326 0.019
1034 50 1.0(DL+50%LL+EQU -4.333 1460.273 -9.945 -14.119 -0.095 4.716
51 1.0(DL+EQUP+50%L 177.713 1471.753 116.444 287.644 30.414 406.11552 1.0(DL+EQUP+50%L -186.379 1448.793 -136.334 -315.883 -30.604 -396.683
53 1.0(DL+EQUP+EQX+ 178.971 1224.813 119.606 291.716 30.407 404.979
54 1.0(DL+EQUP-EQX-0. -185.121 1201.853 -133.172 -311.812 -30.61 -397.819
55 1.0(DL+EQUP+50%L 53.827 1467.717 374.3 904.297 16.098 132.935
56 1.0(DL+EQUP+50%L -62.493 1452.829 -394.19 -932.535 -16.288 -123.502
57 1.0(DL+EQUP+EQZ+ 55.085 1220.777 377.462 908.368 16.091 131.798
58 1.0(DL+EQUP-EQZ-0. -61.235 1205.888 -391.028 -928.464 -16.294 -124.638
59 1.0(DL+EQUP+50%L 51.664 1468.141 110.371 272.442 10.823 128.076
60 1.0(DL+EQUP+50%L -60.33 1452.405 -130.262 -300.681 -11.014 -118.644
61 1.0(DL+EQUP+EQY+ 52.922 1221.201 113.534 276.513 10.817 126.94
62 1.0(DL+EQUP-EQY-0. -59.072 1205.465 -127.099 -296.61 -11.02 -119.78
63 1.0(DL+ EQUP +WIN -10.708 1213.838 -6.78 -10.038 0.157 19.94
64 1.0(DL+ EQUP -WIND 4.558 1212.827 -6.786 -10.059 -0.36 -12.78
65 1.0(DL+ EQUP+LL + -13.224 1707.719 -13.104 -18.18 0.17 22.212
66 1.0(DL+ EQUP+LL -W 2.042 1706.708 -13.11 -18.201 -0.347 -10.508
67 1.0(DL+ EQUP +WIN -3.132 1212.75 12.442 32.673 -0.023 3.686
68 1.0(DL+ EQUP -WIND -3.018 1213.915 -26.008 -52.769 -0.18 3.47469 1.0(DL+ EQUP+LL + -5.648 1706.631 6.118 24.53 -0.01 5.958
70 1.0(DL+ EQUP+LL -W -5.534 1707.796 -32.332 -60.911 -0.167 5.746
1035 50 1.0(DL+50%LL+EQU -6.876 1191.702 -9.904 -11.172 0.035 8.974
51 1.0(DL+EQUP+50%L 194.645 1661.67 75.469 196.008 21.228 376.152
52 1.0(DL+EQUP+50%L -208.398 721.734 -95.278 -218.351 -21.159 -358.205
53 1.0(DL+EQUP+EQX+ 195.746 1503.325 79.034 199.899 21.221 374.484
54 1.0(DL+EQUP-EQX-0. -207.297 563.39 -91.714 -214.46 -21.166 -359.873
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
15/390
62 1.0(DL+EQUP-EQY-0. -67.683 882.645 -81.641 -189.582 -13.218 -105.499
63 1.0(DL+ EQUP +WIN -13.815 1014.991 -6.259 -7.103 0.072 21.782
64 1.0(DL+ EQUP -WIND 2.265 1051.724 -6.42 -7.458 -0.016 -7.171
65 1.0(DL+ EQUP+LL + -16.017 1331.681 -13.388 -14.886 0.086 25.119
66 1.0(DL+ EQUP+LL -W 0.062 1368.413 -13.549 -15.241 -0.003 -3.834
67 1.0(DL+ EQUP +WIN -5.842 1033.166 7.411 23.529 0.648 7.408
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70 1.0(DL+ EQUP+LL -W -7.911 1350.238 -27.219 -45.873 -0.579 10.539
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59 1.0(DL+EQUP+50%L 43.735 765.143 53.366 129.236 11.315 137.795
60 1.0(DL+EQUP+50%L -63.565 349.895 -58.211 -150.488 -11.485 -110.328
61 1.0(DL+EQUP+EQY+ 45.244 717.75 56.446 133.252 11.317 135.2662 1.0(DL+EQUP-EQY-0. -62.056 302.502 -55.131 -146.472 -11.483 -112.863
63 1.0(DL+ EQUP +WIN -15.348 535.369 0.663 -6.522 0.042 27.009
64 1.0(DL+ EQUP -WIND -1.464 484.883 0.651 -6.698 -0.208 -4.612
65 1.0(DL+ EQUP+LL + -18.366 630.154 -5.496 -14.555 0.037 32.079
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67 1.0(DL+ EQUP +WIN -8.473 507.977 11.257 18.924 0.575 11.317
68 1.0(DL+ EQUP -WIND -8.339 512.275 -9.943 -32.144 -0.741 11.08
69 1.0(DL+ EQUP+LL + -11.491 602.762 5.098 10.892 0.57 16.387
70 1.0(DL+ EQUP+LL -W -11.357 607.061 -16.102 -40.176 -0.746 16.15
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51 1.0(DL+EQUP+50%L 115.269 1139.193 73.053 149.571 23.011 207.571
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53 1.0(DL+EQUP+EQX+ 114.263 1074.988 74.551 151.373 22.992 208.745
54 1.0(DL+EQUP-EQX-0. -58.452 750.906 -84.056 -162.035 -22.567 -253.851
55 1.0(DL+EQUP+50%L 57.853 1042.632 213.457 426.493 13.935 53.428
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57 1.0(DL+EQUP+EQZ+ 56.846 978.427 214.955 428.294 13.916 54.60158 1.0(DL+EQUP-EQZ-0. -1.036 847.467 -224.46 -438.957 -13.491 -99.707
59 1.0(DL+EQUP+50%L 56.385 1038.634 63.355 130.262 8.748 48.586
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61 1.0(DL+EQUP+EQY+ 55.378 974.429 64.853 132.064 8.728 49.759
62 1.0(DL+EQUP-EQY-0. 0.432 851.465 -74.358 -142.726 -8.303 -94.865
63 1.0(DL+ EQUP +WIN 17.481 900.476 -4.326 -4.473 0.603 3.486
64 1.0(DL+ EQUP -WIND 38.329 925.418 -5.178 -6.19 -0.178 -48.592
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
16/390
51 1.0(DL+EQUP+50%L 61.749 1036.966 73.495 156.619 26.357 251.394
52 1.0(DL+EQUP+50%L -113.303 729.037 -91.475 -178.93 -25.887 -212.711
53 1.0(DL+EQUP+EQX+ 63.577 938.632 76.142 159.843 26.358 250.303
54 1.0(DL+EQUP-EQX-0. -111.474 630.704 -88.828 -175.706 -25.887 -213.802
55 1.0(DL+EQUP+50%L 3.708 1048.684 242.941 502.359 11.997 96.861
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57 1.0(DL+EQUP+EQZ+ 5.537 950.35 245.588 505.584 11.997 95.77
58 1.0(DL+EQUP-EQZ-0. -53.434 618.986 -258.274 -521.447 -11.527 -59.269
59 1.0(DL+EQUP+50%L 2.057 961.784 69.053 147.689 9.095 91.948
60 1.0(DL+EQUP+50%L -53.611 804.219 -87.033 -170 -8.626 -53.264
61 1.0(DL+EQUP+EQY+ 3.886 863.45 71.7 150.913 9.096 90.856
62 1.0(DL+EQUP-EQY-0. -51.783 705.886 -84.386 -166.776 -8.625 -54.35563 1.0(DL+ EQUP +WIN -35.406 794.624 -6.489 -8.21 1.532 44.415
64 1.0(DL+ EQUP -WIND -12.491 774.711 -6.197 -7.653 -1.062 -7.914
65 1.0(DL+ EQUP+LL + -39.063 991.292 -11.783 -14.659 1.532 46.597
66 1.0(DL+ EQUP+LL -W -16.148 971.379 -11.491 -14.102 -1.063 -5.732
67 1.0(DL+ EQUP +WIN -24.093 794.735 10.866 25.744 1.331 18.62
68 1.0(DL+ EQUP -WIND -23.803 774.601 -23.551 -41.607 -0.86 17.881
69 1.0(DL+ EQUP+LL + -27.751 991.402 5.572 19.295 1.33 20.802
70 1.0(DL+ EQUP+LL -W -27.461 971.268 -28.845 -48.056 -0.861 20.063
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52 1.0(DL+EQUP+50%L -56.501 548.466 -52.302 -106.196 -23.91 -279.224
53 1.0(DL+EQUP+EQX+ 115.203 1095.593 42.93 94.664 25.033 230.271
54 1.0(DL+EQUP-EQX-0. -57.995 491.96 -51.9 -105.185 -23.889 -277.509
55 1.0(DL+EQUP+50%L 61.213 1357.299 126.175 269.94 17.937 64.691
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57 1.0(DL+EQUP+EQZ+ 59.718 1300.793 126.577 270.952 17.958 66.405
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59 1.0(DL+EQUP+50%L 57.55 1038.486 36.667 81.276 10.356 54.856
60 1.0(DL+EQUP+50%L 2.647 662.08 -46.441 -93.819 -9.254 -105.523
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63 1.0(DL+ EQUP +WIN 23.837 783.096 -4.173 -4.657 4.2 -8.958
64 1.0(DL+ EQUP -WIND 33.371 804.457 -4.797 -5.863 -3.056 -38.28
65 1.0(DL+ EQUP+LL + 26.827 896.109 -4.977 -6.68 4.158 -12.387
66 1.0(DL+ EQUP+LL -W 36.361 917.47 -5.601 -7.886 -3.098 -41.709
67 1.0(DL+ EQUP +WIN 28.642 763.366 3.947 12.111 -0.386 -23.70568 1.0(DL+ EQUP -WIND 28.566 824.188 -12.916 -22.632 1.53 -23.532
69 1.0(DL+ EQUP+LL + 31.632 876.378 3.143 10.089 -0.428 -27.134
70 1.0(DL+ EQUP+LL -W 31.555 937.201 -13.72 -24.654 1.488 -26.961
1040 50 1.0(DL+50%LL+EQU -26.76 933.648 -3.034 -5.287 0.784 17.296
51 1.0(DL+EQUP+50%L 109.629 1332.823 46.303 101.121 17.76 308.94
52 1.0(DL+EQUP+50%L -163.15 534.474 -52.37 -111.695 -16.193 -274.348
53 1.0(DL+EQUP+EQX+ 111.194 1254.371 46.839 102.443 17.607 308.51
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
17/390
61 1.0(DL+EQUP+EQY+ 17.855 1097.349 43.458 96.368 7.807 108.818
62 1.0(DL+EQUP-EQY-0. -68.245 613.044 -48.453 -104.299 -6.547 -75.086
63 1.0(DL+ EQUP +WIN -32.945 843.554 -2.671 -4.198 2.754 32.94
64 1.0(DL+ EQUP -WIND -17.445 866.839 -2.324 -3.732 -1.494 0.793
65 1.0(DL+ EQUP+LL + -36.075 1000.458 -3.744 -6.842 3.061 33.799
66 1.0(DL+ EQUP+LL -W -20.575 1023.742 -3.397 -6.376 -1.187 1.652
67 1.0(DL+ EQUP +WIN -24.961 819.042 7.633 17.903 1.821 16.582
68 1.0(DL+ EQUP -WIND -25.429 891.351 -12.628 -25.833 -0.56 17.151
69 1.0(DL+ EQUP+LL + -28.091 975.946 6.561 15.259 2.128 17.441
70 1.0(DL+ EQUP+LL -W -28.559 1048.255 -13.701 -28.477 -0.253 18.01
1041 50 1.0(DL+50%LL+EQU 5.146 700.795 -18.583 -20.453 0.89 -5.578
51 1.0(DL+EQUP+50%L 152.623 912.004 18.345 78.92 8.789 294.63152 1.0(DL+EQUP+50%L -142.331 489.587 -55.511 -119.825 -7.008 -305.787
53 1.0(DL+EQUP+EQX+ 151.902 842.881 17.308 80.344 8.559 295.876
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55 1.0(DL+EQUP+50%L 57.036 949.544 93.297 281.392 15.875 99.88
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57 1.0(DL+EQUP+EQZ+ 56.315 880.421 92.26 282.817 15.645 101.126
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59 1.0(DL+EQUP+50%L 51.632 807.623 16.27 73.384 6.316 89.007
60 1.0(DL+EQUP+50%L -41.339 593.967 -53.437 -114.29 -4.535 -100.16461 1.0(DL+EQUP+EQY+ 50.911 738.5 15.234 74.809 6.086 90.253
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63 1.0(DL+ EQUP +WIN -6.54 683.135 -18.221 -18.424 0.5 13.586
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
18/390
1043 50 1.0(DL+50%LL+EQU 8.208 884.838 -18.723 -22.383 0.207 -7.517
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51 1.0(DL+EQUP+50%L 116.178 1151.714 54.801 157.625 22.344 275.315
52 1.0(DL+EQUP+50%L -117.251 909.324 -88.895 -199.722 -22.884 -274.175
-
8/13/2019 03.08.2009 - Final Isolated Footing(Alusteng Crb)
19/390
60 1.0(DL+EQUP+50%L -37.112 915.601 -85.252 -190.594 -9.259 -85.606
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67 1.0(DL+ EQUP +WIN -0.15 900.038 -6.835 8.314 -0.172 0.365
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70 1.0(DL+ EQUP+LL -W -0.923 1161 -27.259 -50.411 -0.368 0.775
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63 1.0(DL+ EQUP +WIN -18.805 672.519 -18.447 -18.05 -0.173 23.65
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1047 50 1.0(DL+50%LL+EQU -6.6 281.799 -21.614 -22.881 -0.255 6.593
51 1.0(DL+EQUP+50%L 100.182 608.917 11.212 63.479 13.77 274.386
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53 1.0(DL+EQUP+EQX+ 100.869 595.968 11.551 65.083 14.006 273.612
54 1.0(DL+EQUP-EQX-0. -112.696 -58.269 -54.101 -107.635 -14.044 -261.973
55 1.0(DL+EQUP+50%L 29.828 479.232 72.785 235.858 21.832 98.325
56 1.0(DL+EQUP+50%L -43.028 84.366 -116.012 -281.619 -22.342 -85.139
57 1.0(DL+EQUP+EQZ+ 30.514 466.282 73.124 237.463 22.068 97.551
58 1.0(DL+EQUP-EQZ-0. -42.342 71.416 -115.674 -280.015 -22.106 -85.912
59 1.0(DL+EQUP+50%L 26.797 404.014 9.164 59.649 8.542 90.425
60 1.0(DL+EQUP+50%L -39.998 159.584 -52.392 -105.41 -9.051 -77.239
61 1.0(DL+EQUP+EQY+ 27.484 391.065 9.503 61.254 8.777 89.651
62 1.0(DL+EQUP-EQY-0. -39.311 146.634 -52.053 -103.806 -8.815 -78.012
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70 1.0(DL+ EQUP+LL -W -7.384 300.893 -27.995 -40.096 -1.466 7.544
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DESIGN OF ISOLATED FOOTING F5
Type of Footing = SLOPED C16
Density Of Concrete = 25 kN/m3
Density Of Soil = 18 kN/m3
Density of Water = 10 kN/m3
Depth Of Foundation = 2.5 m
Net SBC = 100 kN/m2
(As per foundation design basis.)
For without Buoyancy:-
Gross SBC = 100 + 2.5 x 18
= 145 kN/m2
(Where increase in SBC is not allowed.)
Gross SBC = 100 x 1.25 + 18 x 2.5
= 170 kN/m2
(Where increase in SBC is allowed.)
Water Table Considered = YES
For with Buoyancy:-
Gross SBC = 100 + 2.5 x (18-10)
= 120 kN/m2
(Where increase in SBC is not allowed.)
Gross SBC = 1.25 x 100 + 2.5 x (18-10)
= 145 kN/m2
(Where increase in SBC is allowed.)
FC = 30 N/mm2
FY = 500 N/mm2
Length Of Footing L = 5.1 m
Width Of Footing W = 5.1 m
Thickness Of Fdn T = 0.75 m
Depth @ Edge of fdn D1 = 0.3 m
Width Of Pedestal wp = 0.75 m
Length Of Pedestal lp = 0.6 m
Height Of Pedestal = 0 m
Coefficient Of Friction = 0.5
Ground Water Table Ht. = 2.5 m
2.175
S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTI
STRUCTURES
LTD. MUMBAI
JOB NO.
FOOTING NO.
CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009
COLUMN NO.
P.C.K
CHECKED BY
REFER STAAD
ANALYSIS FILE
SUPPORT REACTION.
L
WWp
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S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTI
STRUCTURES
LTD. MUMBAI
JOB NO.CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009
P.C.K
CHECKED BY
Weight of Soil = [(5.1 x 5.1) - (0.6 x 0.75)] x (2.5 - 0.75 ) x 18
= 805.14 kN
Buoyant weight of Soil = [(5.1 x 5.1) - (0.6 x 0.75)] x (2.5 - 0.75 ) x (18-10)
357.84 kN
Self Wt. Of Pedestal = 25 x 0.75 x 0.6 x 0= 0 kN
(Not considered here since it is modelled in STAAD)
Self Wt. Of Pedestal = (25 - 10) x 0.75 x 0.6 x 0
= 0 kN
(Not considered here since it is modelled in STAAD)
Weight of Footing + Soil = 487.69 + 0 + 805.14
= 1292.83 kN
Weight of Footing + Soil = 292.6125 + 357.84 + 0
with buoyancy 650.4525 kN
INPUT:- INPUT STAAD SUPPORT REACTION (Unit kN - m)
JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
1016 -6.459 1529.53 7.468 10.992 0.079 -7.238
F5-C16 182.31 1759.5 98.734 235.573 19.993 437.476
-195.228 1299.57 -83.798 -213.59 -19.84 -451.952
183.105 1578.59 96.8 233.123 19.999 438.577
-194.434 1118.66 -85.733 -216.04 -19.83 -450.85
53.403 1619.05 260.213 633.861 20.275 134.046
-66.322 1440.02 -245.28 -611.878 -20.12 -148.522
54.198 1438.14 258.279 631.411 20.281 135.148
-65.527 1259.11 -247.21 -614.328 -20.11 -147.421
51.797 1623.25 88.247 209.47 9.52 130.496
-64.715 1435.81 -73.311 -187.487 -9.362 -144.973
52.591 1442.35 86.313 207.02 9.526 131.598
-63.92 1254.91 -75.245 -189.937 -9.356 -143.871
-11.582 1354.4 5.587 8.696 -0.152 7.898
0.253 1342.86 5.481 8.387 0.321 -20.171
-13.171 1716.21 9.455 13.596 -0.164 5.694
-1.337 1704.67 9.349 13.287 0.31 -22.374
-5.667 1349.31 18.148 38.263 0.406 -6.171
-5.662 1347.94 -7.08 -21.18 -0.237 -6.102
-7.257 1711.12 22.016 43.163 0.394 -8.374
-7.251 1709.75 -3.212 -16.28 -0.248 -8.30570 1.0(DL+ EQUP+LL -WIND Z)
66 1.0(DL+ EQUP+LL -WIND X)
65 1.0(DL+ EQUP+LL +WIND X)
67 1.0(DL+ EQUP +WIND Z)
68 1.0(DL+ EQUP -WIND Z)
53 1.0(DL+EQUP+EQX+0.3EQZ+0.3E
54 1.0(DL+EQUP-EQX-0.3EQZ-0.3EQ
55 1.0(DL+EQUP+50%LL+EQZ+0.3EQ
61 1.0(DL+EQUP+EQY+0.3EQX+0.3E
56 1.0(DL+EQUP+50%LL-EQZ-0.3EQ
LOAD
50 1.0(DL+50%LL+EQUP)
51 1.0(DL+EQUP+50%LL+EQX+0.3EQ
52 1.0(DL+EQUP+50%LL-EQX-0.3EQ
64 1.0(DL+ EQUP -WIND X)
57 1.0(DL+EQUP+EQZ+0.3EQX+0.3E
58 1.0(DL+EQUP-EQZ-0.3EQX-0.3EQ
59 1.0(DL+EQUP+50%LL+EQY+0.3EQ
60 1.0(DL+EQUP+50%LL-EQY-0.3EQ
62 1.0(DL+EQUP-EQY-0.3EQX-0.3EQ
63 1.0(DL+ EQUP +WIND X)
69 1.0(DL+ EQUP+LL +WIND Z)
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S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTISTRUCTURES
LTD. MUMBAI
JOB NO.CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009
P.C.K
CHECKED BY
P/A = 2179.9835 / (5.1 x 5.1 )
= 83.813 kN/m2
Mxx/Zxx = 10.992 / 22.109
Mxx/Zxx = 0.498 kN/m2
Mzz/Zzz = 7.238 / 22.109Mzz/Zzz = 0.328 kN/m
2
Maxi.Soil Pressure pmax= 83.813 + 0.498 + 0.328
pmax= 84.64 kN/m2
< 120 kN/m2
Less Than Allowable Hence O.K.
Mini.Soil Pressure pmin= 83.813 - 0.498 - 0.328
pmin= 82.99 kN/m2
> 0
No Tension at the Base of Footing
Check for Overturning:- With Buoyancy
Overturning Moment = Resultant of Mx & Mz
= 13.17 kN.m
Calculation of Stabilizing Moment
Due to External Load = 1529.531 x 5.1 / 2
= 3900.31 kN.m
Due to wt. of Pedestral = 0 x 2.55
= 0 kN.m
Due to Self Wt. of Fdn = 292.6125 x 2.55
= 746.16 kN.m
Due to Wt. of Soil = 357.84 x 2.55
= 912.5 kN.m
Total Stabilizing moment = 3900.31 + 0 + 746.16 + 912.5
= 5558.97 kN.m
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S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTISTRUCTURES
LTD. MUMBAI
JOB NO.
CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009
P.C.K
CHECKED BY
Check for All Load Cases with Buoyancy:-
Check for Maxi. & Mini. Pressure at Base of Footing:-
1016 50 1.0(2179.984 83.81328 0.5 0.33 84.6433 120 82.99 SAFEF5-C16 51 1.0(2409.948 92.65465 10.66 19.79 123.105 145 62.21 SAFE
0 52 1.0(1950.021 74.97195 9.67 20.45 105.092 145 44.86 SAFE
0 53 1.0(2229.043 85.69944 10.55 19.84 116.089 145 55.31 SAFE
0 54 1.0(1769.117 68.01678 9.78 20.4 98.1968 145 37.84 SAFE
0 55 1.0(2269.499 87.25484 28.67 6.07 121.995 145 52.52 SAFE
0 56 1.0( 2090.47 80.37176 27.68 6.72 114.772 145 45.98 SAFE
0 57 1.0(2088.594 80.29963 28.56 6.12 114.98 145 45.62 SAFE
0 58 1.0(1909.565 73.41655 27.79 6.67 107.877 145 38.96 SAFE
0 59 1.0(2273.703 87.41647 9.48 5.91 102.806 145 72.03 SAFE
0 60 1.0(2086.266 80.21013 8.49 6.56 95.2601 145 65.17 SAFE0 61 1.0(2092.798 80.46126 9.37 5.96 95.7913 145 65.14 SAFE
0 62 1.0(1905.362 73.25496 8.6 6.51 88.365 145 58.15 SAFE
0 63 1.0(2004.849 77.07991 0.4 0.36 77.8399 120 76.32 SAFE
0 64 1.0(1993.311 76.63631 0.38 0.92 77.9363 120 75.34 SAFE
0 65 1.0(2366.658 90.99029 0.62 0.26 91.8703 120 90.12 SAFE
0 66 1.0( 2355.12 90.54669 0.61 1.02 92.1767 120 88.92 SAFE
0 67 1.0(1999.763 76.88437 1.74 0.28 78.9044 120 74.87 SAFE
0 68 1.0(1998.397 76.83185 0.96 0.28 78.0719 120 75.6 SAFE
0 69 1.0(2361.572 90.79475 1.96 0.38 93.1348 120 88.46 SAFE
0 70 1.0(2360.206 90.74223 0.74 0.38 91.8622 120 89.63 SAFE
pmax= 93.13475 kN/m2 pmax= 123.1047 kN/m
2
pmin= 77.83991 kN/m2 pmin= 37.84 kN/m
2
1016 50 1.0(83.81328 0.5 0.33 84.644 83.644 82.984 83.984F5-C16 51 1.0(92.65465 10.66 19.79 123.105 101.785 62.205 83.525
0 52 1.0(74.97195 9.67 20.45 105.092 85.752 44.852 64.192
0 53 1.0(85.69944 10.55 19.84 116.09 94.99 55.31 76.41
0 54 1.0(68.01678 9.78 20.4 98.197 78.637 37.837 57.397
0 55 1.0(87.25484 28.67 6.07 121.995 64.655 52.515 109.86
0 56 1.0(80.37176 27.68 6.72 114.772 59.412 45.972 101.33
0 57 1.0(80.29963 28.56 6.12 114.98 57.86 45.62 102.74
0 58 1.0(73.41655 27.79 6.67 107.877 52.297 38.957 94.537
Summary of Bearing Pressure (With Buoyancy)
Without Stress Increase:- With Stress Increase:-
1+2-3
Resultpmin
JointLoad
CaseP/A (1)
Mxx/Zxx
(2)
Mzz/Zzz
(3)1+2+3 1-2+3
JointLoad
Case
Total
LoadP/A Mxx/Zxx Mzz/Zzz
1-2-3
pallpmax
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S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTISTRUCTURES
LTD. MUMBAI
JOB NO.CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009
P.C.K
CHECKED BY
Check for Overturning & Sliding:-
1016 50 1.0(13.16103 1658.66 3900.31 422.39 SAFE 9.873688 2180 110.4 SAFE
F5-C16 51 1.0(496.8701 1658.66 4486.72 12.37 SAFE 207.3291 2409.9 5.82 SAFE
0 52 1.0(499.8813 1658.66 3313.9 9.95 SAFE 212.4525 1950 4.59 SAFE
0 53 1.0(496.6851 1658.66 4025.41 11.45 SAFE 207.1176 2229 5.39 SAFE
0 54 1.0( 499.939 1658.66 2852.6 9.03 SAFE 212.4964 1769.1 4.17 SAFE
0 55 1.0(647.8797 1658.66 4128.57 8.94 SAFE 265.6364 2269.5 4.28 SAFE
0 56 1.0(629.6455 1658.66 3672.05 8.47 SAFE 254.0854 2090.5 4.12 SAFE
0 57 1.0(645.7127 1658.66 3667.26 8.25 SAFE 263.9043 2088.6 3.96 SAFE
0 58 1.0(631.7688 1658.66 3210.74 7.71 SAFE 255.7481 1909.6 3.74 SAFE
0 59 1.0(246.7932 1658.66 4139.29 23.5 SAFE 102.3253 2273.7 11.12 SAFE
0 60 1.0( 236.999 1658.66 3661.33 22.45 SAFE 97.78821 2086.3 10.67 SAFE0 61 1.0(245.3066 1658.66 3677.98 21.76 SAFE 101.073 2092.8 10.36 SAFE
0 62 1.0(238.2749 1658.66 3200.02 20.4 SAFE 98.72982 1905.4 9.65 SAFE
0 63 1.0(11.74729 1658.66 3453.71 435.2 SAFE 12.85913 2004.8 77.96 SAFE
0 64 1.0(21.84516 1658.66 3424.29 232.69 SAFE 5.486836 1993.3 181.65 SAFE
0 65 1.0(14.74018 1658.66 4376.33 409.43 SAFE 16.21334 2366.7 72.99 SAFE
0 66 1.0(26.02192 1658.66 4346.91 230.79 SAFE 9.444118 2355.1 124.69 SAFE
0 67 1.0(38.75743 1658.66 3440.75 131.58 SAFE 19.01223 1999.8 52.6 SAFE
0 68 1.0(22.04148 1658.66 3437.26 231.2 SAFE 9.065575 1998.4 110.22 SAFE
0 69 1.0(43.96781 1658.66 4363.36 136.97 SAFE 23.18121 2361.6 50.94 SAFE
0 70 1.0(18.27598 1658.66 4359.88 329.32 SAFE 7.93057 2360.2 148.81 SAFE
Check For Shear
a) Two Way Shear
Limit State Method
FOS for
SlidingResult
Check against Sliding
Total
Hori.
Force
Total
Vert.
Load
Over-
turning
Moment.
Joint
Check against Overturning
FOS Result
Stabilize Moment
(Soil,
Ped,
Fdn)
Load on
Ped
Load
Case
d/2
d/2
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S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTI
STRUCTURES
LTD. MUMBAI
JOB NO.
CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009
P.C.K
CHECKED BY
Punching Load
Maximum Load on Column = 1759.495 kN
Punching Shear,P = 1759.495 x (( 5.1 x 5.1 ) - ( 1.275 x 1.425 ))
( 5.1 * 5.1 )
P = 1636.59 kN
Shear Resistance Of Concrete (Vc)
= vc x bc x d -----Refer to clause no. 31.6.3.1 of IS 456
where vc = ksx tc
ks= 0.5 + c -----should not be greater than 1
c = Short Side Of Column
Long Side Of Column
600
750
c = 0.8
ks= 1
tc = 1.37 N/mm2
bc = Appropriate perimeter at distance d/2
Length of critical section = 1275 mm
Width of critical section = 1425 mm
Perimeter of critical section = 5400 mm
1636590
1.37 x5400
= 221.22 mm
Shear Resistance = 1.37 x 5400 x 675 / 1000
4993 kN
147.802 kN/m2
B) One Way Shear
1500
2175 136.161 kN/m2
675
130.923 kN/m2
750 5100
750
Depth Required
=
c =
0
d
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S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTI
STRUCTURES
LTD. MUMBAI
JOB NO.
CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009P.C.K
CHECKED BY
At Length
Maximum Pressure = 141.218 - 25 x 0.75 - 18 x ( 2.5 - 0.75 )
90.968 kN/m2 -- For without Buoynacy Condition With Stress Increse
Length at critical section = 5100 mm
Width at critical section = 1500 mm
Shear Force = 90.968 x 5.1 x 1.5
= 695.9052 kNAt Width
Maximum Pressure = 136.161 - 25 x 0.75 - 18 x ( 2.5 - 0.75 )
85.911 kN/m2 -- For without Buoynacy Condition With Stress Increse
Length at critical section = 5100 mm
Width at critical section = 1575 mm
Shear Force = 85.911 x 5.1 x 1.575
= 690.0801 kN
Designed Shear Strength = 695.9052 kN
Corresponding Length = 5100 mm
% Ast = 0.222
Allowable Shear Stress = 0.346 N/mm2
----Refer Table 19 of IS 456
k = 1 ---- Refer clause no. 40.2 of IS 456
Case = Without Stress Increase
Increaae In Shear Stress = Not Allowed
tc= 1 x 0.346 x 1
= 0.346 N/mm2
Depth Required = 695905.2
0.346 x 5100= 470 mm
Check For Depth @ Critical Section
675 mm
2175 mm
Depth @ Edge of fdn D1 = 300 mm
Depth @ face of column D = 750 mm
Depth @ Critical s/c = 610.35 mm
Effe. Depth @ Critical s/c = 535.35 mm Depth is O.K.Design Of Foundation
a) Calculation of Reinforcement at Bottom
Maximum Pressure = 147.802 -- Without Buoyancy Load Case
Pressure due to Soil & Fdn wt = ( 487.69 + 805.14 ) / ( 5.1 x 5.1 )
= 49.71
Net causing moment = 98.092 kN/m2
M i P j ti f fd 2 25
Critical section from face of
column =
Min. Length from column face to
edge of footing =
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S.A.NDESCRIPTION
SUB STATION ALUSTENG CONTROL
ROOM BLDG.
DESIGNED BY
JYOTI
STRUCTURESLTD. MUMBAI
JOB NO.
CUSTOMER GOVT. OF J&K POWER DEPT. DATE 4-Jul-2009
P.C.K
CHECKED BY
Area Provided = 1495.24 mm2
Provide 20 mm dia Bars @ 210 mm spacing bothways i.e.0.222%
b) Calculation of Reinforcement at Top
Reinforcement at top is checked for overburden load on top of foundation
since 100% of foundation is not in contact with soil.
Wt. Of Soil + Fdn wt. = 1292.83 kN
Area Load = 1292.83 / (5.1 x 5.1)
49.71 kN/m2
Maxi. Projection of fdn = 2.25 m
Bending Moment = 49.71 x 2.25 x 2.25 / 2
= 125.83 kN.m
Ast = 0.5 x fck x b x d 1 - (4.6 x Mu )
fy fck x b x d2
Ast = 653.68 mm2
Mini % of Re-bar = 0.12 %
Ast = 810 mm
2
Use 16 mm dia bars
Area of bar = 200.96 mm2
Spacing = 248 mm
Provide Spacing = 240 mm
Area Provided = 837.334 mm2
Provide 16 mm dia Bars @ 240 mm spacing bothways
Summary Of Design :-
Length Of Footing :- 5100 mmWIdth Of Footing :- 5100 mm
Depth Of Footing :- 750 mm
Depth @ Edge of fdn D1 = 300 mm
Reinforcement :-
At Top :- Provide 16 mm dia Bars @ 240 mm spacing bothways
At Bottom :- Provide 20 mm dia Bars @ 210 mm spacing bothways
i.e.0.125%
1 -
COLUMN SUPPORT REACTION FOR FOOTING DESIGN
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Horizontal Vertical Horizontal
Fx kN Fy kN Fz kN Mx kN-m My kN-m Mz kN-m
5 1.5 (DL+LL) 5.347 390.529 -27.713 -41.793 9.494 -7.619
6 1.2 (DL+LL+EQX) -67.742 36.236 -22.434 -33.292 17.026 161.922
7 1.5 (DL+EQX) -84.929 40.824 -28.478 -41.913 20.244 202.773
8 0.9DL+1.5EQX -86.967 -113.599 -17.219 -25.077 16.862 205.672
9 1.2 (DL+LL-EQX) 76.297 588.61 -21.907 -33.576 -1.836 -174.11210 1.5 (DL-EQX) 95.12 731.29 -27.819 -42.267 -3.334 -217.269
11 0.9DL-1.5EQX 93.082 576.867 -16.56 -25.431 -6.716 -214.37
12 1.2 (DL+LL+EQZ) 4.431 383.044 -76.127 -213.919 28.798 -7.038
13 1.5 (DL+EQZ) 5.287 474.333 -95.594 -267.696 34.959 -8.427
14 0.9DL+1.5EQZ 3.249 319.911 -84.335 -250.86 31.577 -5.528
15 1.2 (DL+LL-EQZ) 4.124 241.802 31.786 147.05 -13.608 -5.152
16 1.5 (DL-EQZ) 4.903 297.781 39.297 183.516 -18.049 -6.07
17 0.9DL-1.5EQZ 2.865 143.358 50.556 200.352 -21.431 -3.17
5 1.5 (DL+LL) 2.369 776.811 -80.583 -235.482 4.08 -4.038
6 1.2 (DL+LL+EQX) -86.806 627.33 -64.708 -188.728 7.996 183.927
7 1.5 (DL+EQX) -108.562 754.844 -72.978 -213.62 9.241 230.0348 0.9DL+1.5EQX -109.488 455.847 -43.907 -128.343 7.911 231.599
9 1.2 (DL+LL-EQX) 90.597 615.567 -64.226 -188.043 -1.468 -190.387
10 1.5 (DL-EQX) 113.191 740.14 -72.375 -212.764 -2.589 -237.859
11 0.9DL-1.5EQX 112.265 441.143 -43.305 -127.487 -3.92 -236.294
12 1.2 (DL+LL+EQZ) 2.387 657.064 -144.529 -628.012 13.109 -4.354
13 1.5 (DL+EQZ) 2.929 792.011 -172.754 -762.725 15.633 -5.317
14 0.9DL+1.5EQZ 2.003 493.014 -143.683 -677.448 14.302 -3.752
15 1.2 (DL+LL-EQZ) 1.404 585.833 15.595 251.241 -6.581 -2.107
16 1.5 (DL-EQZ) 1.701 702.973 27.401 336.341 -8.981 -2.508
17 0.9DL-1.5EQZ 0.775 403.976 56.471 421.618 -10.311 -0.943
5 1.5 (DL+LL) 1.491 783.838 -84.172 -237.289 -1.608 -2.978
6 1.2 (DL+LL+EQX) -86.917 626.349 -67.277 -189.643 3.86 184.135
7 1.5 (DL+EQX) -108.719 753.356 -75.508 -213.175 4.885 230.306
8 0.9DL+1.5EQX -109.286 451.653 -45.274 -127.811 5.504 231.442
9 1.2 (DL+LL-EQX) 89.303 627.791 -67.398 -190.02 -6.434 -188.899
10 1.5 (DL-EQX) 111.557 755.158 -75.659 -213.646 -7.983 -235.986
11 0.9DL-1.5EQX 110.989 453.455 -45.426 -128.282 -7.363 -234.85
12 1.2 (DL+LL+EQZ) 1.61 665.027 -155.278 -669.856 1.716 -3.314
13 1.5 (DL+EQZ) 1.94 801.703 -185.509 -813.442 2.204 -4.004
14 0.9DL+1.5EQZ 1.373 500 -155.276 -728.078 2.824 -2.868
15 1.2 (DL+LL-EQZ) 0.776 589.113 20.603 290.194 -4.289 -1.45116 1.5 (DL-EQZ) 0.898 706.811 34.342 386.621 -5.302 -1.676
17 0.9DL-1.5EQZ 0.33 405.108 64.575 471.985 -4.683 -0.54
5 1.5 (DL+LL) 1.605 783.187 -83.161 -232.219 -0.042 -3.073
6 1.2 (DL+LL+EQX) -86.821 626.912 -66.552 -185.788 5.093 184.12
7 1.5 (DL+EQX) -108.573 754.163 -74.648 -208.483 6.335 230.255
8 0.9DL+1.5EQX -109.196 452.679 -44.8 -125.096 6.364 231.442
9 1.2 (DL+LL-EQX) 89.389 626.188 -66.506 -185.762 -5.161 -189.038
10 1.5 (DL-EQX) 111.689 753.258 -74.592 -208.451 -6.482 -236.193
11 0.9DL-1.5EQX 111.066 451.774 -44.744 -125.064 -6.453 -235.005
12 1.2 (DL+LL+EQZ) 1.603 665.636 -156.258 -677.627 0.951 -3.165
13 1.5 (DL+EQZ) 1.956 802.568 -186.782 -823.281 1.157 -3.85114 0.9DL+1.5EQZ 1.333 501.084 -156.934 -739.894 1.187 -2.664
15 1.2 (DL+LL-EQZ) 0.966 587.464 23.201 306.076 -1.018 -1.753
16 1.5 (DL-EQZ) 1.159 704.853 37.542 406.347 -1.305 -2.087
17 0.9DL-1.5EQZ 0.536 403.369 67.39 489.734 -1.275 -0.899
5 1.5 (DL+LL) 0.122 763.931 -74.036 -210.743 -8.39 -1.387
6 1.2 (DL+LL+EQX) -88.883 599.683 -59.021 -168.141 -1.921 186.562
7 1.5 (DL+EQX) -111.195 721.038 -66.151 -188.499 -1.555 233.352
8 0.9DL+1.5EQX -111.207 426.892 -39.587 -112.872 1.463 233.847
COLUMN SUPPORT REACTION FOR FOOTING DESIGN
C18
C21
C22
C23
236
237
MomentColumn
Nos. Node L/C
234
235
Horizontal Vertical Horizontal MomentColumnNode L/C
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Fx kN Fy kN Fz kN Mx kN-m My kN-m Mz kN-mNos. Node L/C
5 1.5 (DL+LL) 11.951 919.776 54.265 42.945 -2.292 -14.816
6 1.2 (DL+LL+EQX) -76.361 784.509 43.5 34.458 3.821 172.475
7 1.5 (DL+EQX) -95.411 947.04 48.848 38.829 5.01 215.591
8 0.9DL+1.5EQX -100.208 592.568 29.353 23.348 5.833 221.519
9 1.2 (DL+LL-EQX) 95.484 687.133 43.324 34.254 -7.488 -196.18
10 1.5 (DL-EQX) 119.395 825.32 48.629 38.573 -9.127 -245.22711 0.9DL-1.5EQX 114.598 470.848 29.133 23.093 -8.303 -239.3
12 1.2 (DL+LL+EQZ) 9.725 781.496 -45.726 -470.488 0.749 -12.153
13 1.5 (DL+EQZ) 12.197 943.273 -62.684 -592.354 1.17 -15.193
14 0.9DL+1.5EQZ 7.4 588.801 -82.179 -607.834 1.994 -9.266
15 1.2 (DL+LL-EQZ) 9.397 690.146 132.55 539.2 -4.417 -11.553
16 1.5 (DL-EQZ) 11.787 829.086 160.161 669.755 -5.287 -14.443
17 0.9DL-1.5EQZ 6.99 474.615 140.665 654.275 -4.464 -8.516
5 1.5 (DL+LL) -2.715 859.206 -100.962 -303.433 -2.212 1.975
6 1.2 (DL+LL+EQX) -87.084 643.979 -80.443 -242.457 4.001 184.886
7 1.5 (DL+EQX) -108.916 770.153 -90.501 -274.498 5.228 231.174
8 0.9DL+1.5EQX -107.805 440.399 -54.137 -164.554 6.022 230.3579 1.2 (DL+LL-EQX) 82.739 730.75 -81.097 -243.035 -7.541 -181.726
10 1.5 (DL-EQX) 103.363 878.617 -91.318 -275.22 -9.199 -227.091
11 0.9DL-1.5EQX 104.473 548.863 -54.954 -165.277 -8.405 -227.908
12 1.2 (DL+LL+EQZ) -2.284 725.702 -169.192 -720.91 -7.005 1.887
13 1.5 (DL+EQZ) -2.916 872.306 -201.436 -872.564 -8.529 2.425
14 0.9DL+1.5EQZ -1.806 542.552 -165.073 -762.62 -7.735 1.609
15 1.2 (DL+LL-EQZ) -2.06 649.028 7.652 235.418 3.465 1.273
16 1.5 (DL-EQZ) -2.637 776.464 19.618 322.846 4.558 1.657
17 0.9DL-1.5EQZ -1.527 446.71 55.982 432.79 5.352 0.841
5 1.5 (DL+LL) 0.932 783.66 -86.503 -252.127 -6.226 -2.088
6 1.2 (DL+LL+EQX) -87.761 629.605 -68.349 -199.512 -0.535 185.7287 1.5 (DL+EQX) -109.587 757.231 -76.801 -225.035 -0.254 232.019
8 0.9DL+1.5EQX -110.006 455.677 -45.654 -133.926 2.071 232.911
9 1.2 (DL+LL-EQX) 89.252 624.251 -70.057 -203.892 -9.427 -189.069
10 1.5 (DL-EQX) 111.678 750.539 -78.936 -230.509 -11.37 -236.478
11 0.9DL-1.5EQX 111.26 448.985 -47.788 -139.4 -9.045 -235.586
12 1.2 (DL+LL+EQZ) 0.513 662.146 -150.494 -643.226 -12.52 -1.122
13 1.5 (DL+EQZ) 0.756 797.907 -179.482 -779.677 -15.236 -1.544
14 0.9DL+1.5EQZ 0.338 496.353 -148.335 -688.568 -12.911 -0.652
15 1.2 (DL+LL-EQZ) 0.977 591.711 12.088 239.822 2.558 -2.219
16 1.5 (DL-EQZ) 1.335 709.863 23.746 324.133 3.612 -2.915
17 0.9DL-1.5EQZ 0.917 408.309 54.893 415.241 5.936 -2.0235 1.5 (DL+LL) -0.536 705.791 -54.579 -157.419 -9.901 -0.327
6 1.2 (DL+LL+EQX) -90.597 526.263 -38.808 -112.731 -3.591 189.051
7 1.5 (DL+EQX) -113.259 635.058 -43.03 -125.355 -3.554 236.302
8 0.9DL+1.5EQX -113.039 361.85 -23.39 -68.611 0.033 236.438
9 1.2 (DL+LL-EQX) 89.739 603.002 -48.519 -139.139 -12.251 -189.574
10 1.5 (DL-EQX) 112.161 730.983 -55.169 -158.365 -14.378 -236.98
11 0.9DL-1.5EQX 112.381 457.774 -35.529 -101.621 -10.792 -236.844
12 1.2 (DL+LL+EQZ) -0.516 595.278 -108.363 -477.289 -26.939 0.217
13 1.5 (DL+EQZ) -0.657 721.327 -129.974 -581.053 -32.738 0.258
14 0.9DL+1.5EQZ -0.438 448.119 -110.335 -524.309 -29.152 0.394
15 1.2 (DL+LL-EQZ) -0.342 533.987 21.036 225.419 11.097 -0.739
16 1.5 (DL-EQZ) -0.44 644.714 31.775 297.333 14.806 -0.937
17 0.9DL-1.5EQZ -0.221 371.506 51.415 354.077 18.393 -0.801
5 1.5 (DL+LL) 7.273 801.107 -28.281 -36.656 -5.748 -9.168
6 1.2 (DL+LL+EQX) -81.078 684.895 -22.293 -28.341 3.473 178.312
7 1.5 (DL+EQX) -101.1 840.34 -28.518 -35.79 4.912 222.579
8 0.9DL+1.5EQX -104.108 526.209 -16.945 -20.982 6.983 226.371
9 1.2 (DL+LL-EQX) 92.714 596.877 -22.956 -30.308 -12.671 -192.981
10 1 5 (DL EQX) 116 14 730 317 29 347 38 249 15 267 241 538
C28
C29
C25
C27
243
239
241
242
Horizontal Vertical Horizontal MomentColumnNode L/C
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Fx kN Fy kN Fz kN Mx kN-m My kN-m Mz kN-mNos. Node L/C
5 1.5 (DL+LL) -15.254 429.716 -12.375 -16.896 0.916 16.486
6 1.2 (DL+LL+EQX) -69.984 445.801 -10.426 -14.806 19.297 165.71
7 1.5 (DL+EQX) -87.635 550.41 -13.123 -18.534 24.034 207.25
8 0.9DL+1.5EQX -81.471 381.26 -8.137 -11.765 23.702 200.611
9 1.2 (DL+LL-EQX) 45.577 241.745 -9.374 -12.228 -17.831 -139.333
10 1.5 (DL-EQX) 56.817 295.34 -11.808 -15.312 -22.376 -174.05411 0.9DL-1.5EQX 62.98 126.19 -6.822 -8.543 -22.708 -180.693
12 1.2 (DL+LL+EQZ) -12.524 428.924 -53.425 -147.173 -5.792 14.038
13 1.5 (DL+EQZ) -15.81 529.314 -66.872 -183.992 -7.327 17.66
14 0.9DL+1.5EQZ -9.646 360.164 -61.886 -177.223 -7.658 11.021
15 1.2 (DL+LL-EQZ) -11.883 258.622 33.625 120.138 7.257 12.339
16 1.5 (DL-EQZ) -15.009 316.437 41.941 150.146 8.984 15.536
17 0.9DL-1.5EQZ -8.845 147.286 46.927 156.916 8.653 8.897
5 1.5 (DL+LL) -4.67 926.934 12.381 -32.855 10.489 3.839
6 1.2 (DL+LL+EQX) -90.148 717.939 8.314 -29.386 14.392 187.65
7 1.5 (DL+EQX) -112.819 864.32 6.184 -40.131 16.96 234.785
8 0.9DL+1.5EQX -110.897 506.788 2.915 -25.629 13.176 233.169 1.2 (DL+LL-EQX) 82.675 765.156 11.496 -23.183 2.391 -181.508
10 1.5 (DL-EQX) 103.21 923.34 10.161 -32.377 1.959 -226.662
11 0.9DL-1.5EQX 105.132 565.808 6.892 -17.876 -1.825 -228.286
12 1.2 (DL+LL+EQZ) -4.081 826.268 -93.873 -412.863 18.219 2.794
13 1.5 (DL+EQZ) -5.236 999.731 -121.55 -519.477 21.744 3.716
14 0.9DL+1.5EQZ -3.314 642.199 -124.819 -504.976 17.961 2.091
15 1.2 (DL+LL-EQZ) -3.391 656.827 113.683 360.294 -1.437 3.348
16 1.5 (DL-EQZ) -4.374 787.929 137.895 446.969 -2.826 4.407
17 0.9DL-1.5EQZ -2.452 430.397 134.626 461.47 -6.609 2.783
5 1.5 (DL+LL) 12.16 725.486 -34.301 -118.