1 00:00:02,780 --> 00:00:01,250 wanted to do for a while has 2 00:00:05,900 --> 00:00:02,790 demonstrated the effects of slender 3 00:00:08,390 --> 00:00:05,910 column column buckling especially in the 4 00:00:10,879 --> 00:00:08,400 context of World Trade Center seven now 5 00:00:13,539 --> 00:00:10,889 here I've got the equivalent of a column 6 00:00:17,000 --> 00:00:13,549 which is this piece of steel here and 7 00:00:20,150 --> 00:00:17,010 these things here are the equivalent of 8 00:00:23,450 --> 00:00:20,160 floors which are bracing the column on 9 00:00:25,849 --> 00:00:23,460 the sides at the column itself this 10 00:00:29,060 --> 00:00:25,859 piece of steel is free to move up and 11 00:00:33,680 --> 00:00:29,070 down and on the bottom it's simply 12 00:00:37,010 --> 00:00:33,690 resting on the concrete and so what I'm 13 00:00:39,920 --> 00:00:37,020 gonna do is demonstrate how much for so 14 00:00:43,190 --> 00:00:39,930 I could put on top of this I'm gonna do 15 00:00:44,500 --> 00:00:43,200 is balance a plank on this and the other 16 00:00:47,029 --> 00:00:44,510 end of the plank will be on this 17 00:00:49,100 --> 00:00:47,039 stepladder and then I'm going to put my 18 00:01:01,360 --> 00:00:49,110 body weight on that and see if it 19 00:01:05,270 --> 00:01:01,370 supports it so that is quite easily 20 00:01:13,780 --> 00:01:05,280 supporting a very dynamic load for me 21 00:01:19,660 --> 00:01:13,790 and it is not buckling at all the 22 00:01:23,240 --> 00:01:19,670 demonstration is that this is not braced 23 00:01:25,100 --> 00:01:23,250 then it's actually it's extraordinarily 24 00:01:27,050 --> 00:01:25,110 weeks you can hardly sport any way to 25 00:01:31,039 --> 00:01:27,060 stall it but I can I can bend it with 26 00:01:32,840 --> 00:01:31,049 just perhaps ten pounds of weight and 27 00:01:35,690 --> 00:01:32,850 once it is buckles it's hardly supports 28 00:01:38,450 --> 00:01:35,700 any weight when it's in this structure 29 00:01:41,480 --> 00:01:38,460 here when it's actually raced along its 30 00:01:43,249 --> 00:01:41,490 length by the seven or flaws that we