Not=1.25·c…B·V Whether the applied load is related to the central column,the side column or the corner column. In the evaluation of the weights,also in this case I considered also the parts of beams coming into the columns (i.e.12 metres of beams for the central column,9 metres for the side columns and 6 metres for the corner columns). Here as follows the weights of the single floors have been computed on the way down,summing up the weights coming from the upper levels: WEIGHTS Floor Central column [kN] Side column [kN] Corner column [kN] 12 559,9125 322,1269 182,1488 11 1119.825 644.2538 364.2975 1679,738 966,3806 546,4463 9 2239.65 1288,508 728.595 2799.563 1610.634 910.7438 3359,475 1932,761 1092,893 6 3919,388 2254.888 1275.041 4479.3 2577.015 1457.19 5039,213 2899,14 1639,339 5599.125 3221.269 1821488 6159038 3543396 2003636 6718,95 3865,523 2185,785 Here as follows are the minimum width of the column cross section,evaluated as written before: WIDTHS Floor Central column [mm] Side column [mm] Corner column [mm] 12 211.4322 160,3705 120,5936 11 299.0103 226,7982 170,5451 10 366,2114 277,7699 208,874 9 422.8645 320,7411 2411872 87 472,7769 358,.5994 269,6555 517,9011 392,826 295,3928 6 559.3971 424.3006 319.0607 5 598,0207 453,5964 341,0902 634.2967 481.1116 361.7808 668.6075 507.1362 3813504 2 701,2414 531,8889 399.9637Whether the applied load is related to the central column, the side column or the corner column. In the evaluation of the weights, also in this case I considered also the parts of beams coming into the columns (i.e. 12 metres of beams for the central column, 9 metres for the side columns and 6 metres for the corner columns). Here as follows the weights of the single floors have been computed on the way down, summing up the weights coming from the upper levels: Here as follows are the minimum width of the column cross section, evaluated as written before: WIDTHS Floor Central column [mm] Side column [mm] Corner column [mm] 12 211,4322 160,3705 120,5936 11 299,0103 226,7982 170,5451 10 366,2114 277,7699 208,8742 9 422,8645 320,7411 241,1872 8 472,7769 358,5994 269,6555 7 517,9011 392,826 295,3928 6 559,3971 424,3006 319,0607 5 598,0207 453,5964 341,0902 4 634,2967 481,1116 361,7808 3 668,6075 507,1362 381,3504 2 701,2414 531,8889 399,9637 WEIGHTS Floor Central column [kN] Side column [kN] Corner column [kN] 12 559,9125 322,1269 182,1488 11 1119,825 644,2538 364,2975 10 1679,738 966,3806 546,4463 9 2239,65 1288,508 728,595 8 2799,563 1610,634 910,7438 7 3359,475 1932,761 1092,893 6 3919,388 2254,888 1275,041 5 4479,3 2577,015 1457,19 4 5039,213 2899,142 1639,339 3 5599,125 3221,269 1821,488 2 6159,038 3543,396 2003,636 G 6718,95 3865,523 2185,785