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1 |
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ุงูุณูุงู
ุนูููู
ุงูููู
ุณูู ูุชููู
ุนู ูุตุฉ ุชุงุฑู ูุงู ุชุงุฑู |
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2 |
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00:00:26,470 --> 00:00:31,770 |
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ูุงู ุชุงุฑู ูุงู ุชุชููู
ุนู ููุงุช ุงูุชููู ูุงูุฎุณุงุฑุฉ ูููู |
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3 |
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00:00:31,770 --> 00:00:37,690 |
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ูุจู ุฃู ูุจุฏุฃ ุณูู ูุดุงูุฏ ุงูููุฏูู ููู ูููู
ู
ุตุทูุญ |
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4 |
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00:00:37,690 --> 00:00:44,190 |
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ุงูููุงุช ูู
ุงุฐุง ูุญุฏุซ ุนูุฏู
ุง ูุญุฏุซ ุงุชุฌุงุฑุฉ ูุฐู ุงูููุงุช |
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5 |
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00:00:44,190 --> 00:00:50,090 |
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ูุณู
ููุง ุชููู ูุนูุฏู
ุง ูุญุฏุซ ุฎุณุงุฑุฉ ู
ุง ูู ุงููุชุงุฆุฌุ |
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6 |
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00:00:54,330 --> 00:00:58,550 |
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this is the compression force ุงููู ูู ุนู
ููุฉ ุงูุถุบุท |
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7 |
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00:00:58,550 --> 00:01:06,350 |
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ูููุณ ุฅุฐุง ุจุชูุงุญุธูุง ุฅูุด ุจูุญุตู ูููุง ุงููู ูู ุงููุต ุจููุฎ |
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8 |
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00:01:06,350 --> 00:01:12,510 |
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ูุฐู ุฃู get crushed ุงู compression ุจูุนู
ู ุงู |
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9 |
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00:01:12,510 --> 00:01:17,650 |
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crushing ุงููู ูู ุจุชุทุจู ุงูุดุบู tension ุงููู ูู ุนุงูุด |
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10 |
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00:01:17,650 --> 00:01:23,330 |
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ุจูุนู
ู bowling ุดุฏ ุฅูุด ุงููู ุจูุญุตู ูุงูุ to get thinner |
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11 |
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00:01:23,330 --> 00:01:30,610 |
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this |
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12 |
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00:01:30,610 --> 00:01:36,630 |
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is called bending ุฅูุด ููุ ุฅูุด ุงููู ุจูุญุตู ูููุ |
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13 |
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00:01:36,630 --> 00:01:40,110 |
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ุจูุญุตู ููุง compression ู ุชุญุช ุจูุญุตู ุฅูุดุ stretching |
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14 |
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00:01:40,110 --> 00:01:43,950 |
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ูุนูู ููุง .. ููุง ุงูู
ูุทูุฉ ุจูุญุตู ูููุง ุฅูุดุ |
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15 |
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00:01:43,950 --> 00:01:46,830 |
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compression ูุฐู ุงูู
ูุทูุฉ ุงููู ููู ุงููู ุชุญุช ุจูุญุตู |
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16 |
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00:01:46,830 --> 00:01:48,930 |
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ูููุง ุฅูุดุ stretching ุชู
ุบุท |
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17 |
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ูุฐุง ุงูุขู ุจูุณู
ููุง Torsion force ุงููู ูู ุฅูุด ุงูููู |
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18 |
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00:01:56,990 --> 00:02:02,510 |
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twisting an object ูุนูู ุฅูุด ุจููู ูููุง ูู ูุฐุง ุงู |
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19 |
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00:02:02,510 --> 00:02:05,630 |
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object ุฅูุด ุงููู ุจูุญุตู ูู ูุฐุงุ ูุชูุงุญุธููุง ุจุนุถ |
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20 |
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00:02:05,630 --> 00:02:10,830 |
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ุงูู
ูุงุทู ูุชุตูุฑ ุถุนููุฉ ูุฐุง ู
ู
ูู ูุญุตู ูุนูู ููุชูุฌุฉ ุฅููุง |
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21 |
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00:02:10,830 --> 00:02:14,810 |
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ุจุชููุณุฑ ูุฐุง ุงูููุน ุงูุชุงูุช ุจูุณู
ูู Shear force shear |
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22 |
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00:02:14,810 --> 00:02:20,800 |
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force ููุชูู ุฌุงูุงุช ูู ูุงุญุฏุฉ ู
ุด ู
ุชุนุงู
ุฏุงุช ุฌุงูุจ ุจุนุถู |
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23 |
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00:02:20,800 --> 00:02:24,220 |
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ูุงุญุฏุฉ ูููู ู ูุงุญุฏุฉ ู .. ูุงุฐ ุงูุด ูู
ุง ุงููุชูุฌุฉ ุงูู |
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24 |
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00:02:24,220 --> 00:02:31,200 |
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ู
ู
ูู ุชููุณุฑ Now |
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25 |
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00:02:31,200 --> 00:02:32,840 |
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we gonna go into details |
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26 |
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00:02:35,970 --> 00:02:38,950 |
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type of forces and deformation type of failures |
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27 |
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00:02:38,950 --> 00:02:43,750 |
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then we gonna do couple of exercises now we have |
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28 |
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00:02:43,750 --> 00:02:48,130 |
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non technical words technical words adjectives and |
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29 |
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00:02:48,130 --> 00:02:53,830 |
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the meaning of them stretching ุงููู ูู ุฃูุด ุดุฏ ุงููู |
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30 |
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00:02:53,830 --> 00:02:58,950 |
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ุจูุณู
ููุง ุงูุง ุฃูุด technical tension/Tensile stress |
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31 |
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00:02:58,950 --> 00:03:02,690 |
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the objective it will extend in length ูุนูู ุงูุทูู |
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32 |
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00:03:02,690 --> 00:03:06,810 |
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ุชุจุญูุง ุฅูุด ุจูุณูู ุจููุง ุจุงุฒุฏุงุฏ ููุฐู ูุงุถุญุฉ ูุนูู ุงูู
ุณู |
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33 |
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00:03:06,810 --> 00:03:10,910 |
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ุงูู
ุบูุทุฉ ูุงุณุญุจููุง ุจุชูุงูููุง ุฅูุด ุงูุทูู ุชุจุญูุง ุฒุงุฏ |
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34 |
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00:03:10,910 --> 00:03:18,020 |
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squashing ุฅูุด ูุฐูุ not ุบุทุฎุฉ ุฃู ุจู .. ุฒู ู
ุง ุจููู |
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35 |
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00:03:18,020 --> 00:03:22,360 |
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ุจูุญุงูู ุฃู ูุฒุบุฑ ุญุฌู
ูุง high squash/compression |
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36 |
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00:03:22,360 --> 00:03:27,300 |
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compressive stress it will compress ุงููู ูู get |
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37 |
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00:03:27,300 --> 00:03:33,600 |
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shorter ุงููู ูู ุจุชูุตุฑ ุจููุตุฑ ุงูุญุงุฌุฉ bending ุงู non |
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38 |
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00:03:33,600 --> 00:03:36,940 |
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technical ุงู technical bending/bending stress it |
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39 |
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00:03:36,940 --> 00:03:41,760 |
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will bend we can also say it will deflect or ุชูุนู |
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40 |
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00:03:41,760 --> 00:03:49,820 |
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ุงูููู
ุฉ ูุงู deflect or flex deflect ุฅูุด ูุนูู ูุฃ ุจุช |
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41 |
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00:03:49,820 --> 00:03:54,440 |
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.. ุจุช .. ูุนูู ูู
ุง ุชุถุบุท ุนูููุง ุจุชุนู
ู ุฑุฏุฉ ูุนู |
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42 |
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00:03:54,440 --> 00:04:03,000 |
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ุงูู
ุนุงูุณุฉ ูู flex beams usually sag ุฅูุด sagุ ุชูุฒู |
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43 |
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00:04:03,000 --> 00:04:09,530 |
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ูุชุญุช ูุนูู ูู ุฃูุช ุนูุฏู ุตูุฑุฉ ุฃู ุญุงุฌุฉ ูุทูููุง ุทูููุ ุฅูุด |
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44 |
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00:04:09,530 --> 00:04:13,370 |
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ูุชูุงุญุธ ูููุงุ ูู ุญุทูุชู ุญุจูุ ุฃุจุณุท ุดูุกุ ุดุฏุชููุ ุฅูุด |
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45 |
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00:04:13,370 --> 00:04:17,670 |
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ูุชูุงููู ูู ุงููุตุ ู
ุด ุฎุท ู
ุณุชููู
ุ ูุชูุงูู ุงููู ูู ุงููุต |
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46 |
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00:04:17,670 --> 00:04:22,470 |
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ุฏุงูู
ุง ุฃูุทุฉ ููู ุจู
ููู
ุชุฑุงุช ุนู ุจุงูู ุงูู
ูุทูุฉุ ููุด ูุฐูุ |
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47 |
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00:04:22,470 --> 00:04:27,590 |
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ูู ูุนู ููุฉ ุงูุฌุงุฐุจูุฉ ุจุชุฃุซุฑ ููู ูุจุชูุฒููุ ูุจูุญูู ุฅูุด |
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48 |
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00:04:27,590 --> 00:04:32,100 |
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ูุฐูุ Sagุ ุงูู voltage ุนูุฏู ุงูุชูุงุฑ ูู
ุง ุชุฌูุณูู ูู |
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49 |
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00:04:32,100 --> 00:04:36,160 |
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ุงูุจูุช ูู ุฃูุช ุจุนูุฏ ุนู ุงูู Trans ุจุชูุงููู ุฃูู ู
ู ููู
ุฉ |
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50 |
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00:04:36,160 --> 00:04:42,340 |
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ุงูู 220 ูุฐุง ุจูุณู
ูู ุฅูุดุ Sag ุงููู ูู ุงูููู
ุฉ ูุฒูุช |
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51 |
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00:04:44,160 --> 00:04:48,620 |
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deflecting downwards in some cases deflection on |
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52 |
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00:04:48,620 --> 00:04:54,280 |
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the flexure is upward the beam hugs ุงู beam |
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53 |
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00:04:54,280 --> 00:04:58,500 |
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ุจูุณู
ููุง ุนู
ููุฉ ูุฐู hugs ูู
ุง ูุตูุฑ deflection upward |
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54 |
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00:04:58,500 --> 00:05:03,070 |
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ุงููู ุนูุฏู scissoring ุงููู ูู ุงูู
ูุงุตุ ุงูู
ูุงุต ุจูุนู
ู |
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55 |
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00:05:03,070 --> 00:05:07,390 |
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ุฅูุดุ ุญุงุฌุชููุ ุญุงุฌุฉ ุจุชุทูู ู
ู ุชุญุชุ ุจุชุถุบุท ููููุ ุงููู |
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56 |
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00:05:07,390 --> 00:05:11,230 |
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ู
ู ููู ุจุชุถุบุท ูุฅูุดุ ูุชุญุชุ ุงูุชูุชูู ุจุชูุงูู ูู ุงูู
ูุงุต |
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57 |
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00:05:11,230 --> 00:05:15,710 |
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ู
ุด ู
ุชุนู
ุฏุงู ุฌู ุจุนุถุ ูุฐุง ุงููู ุจูุณู
ููุง share or |
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58 |
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00:05:15,710 --> 00:05:19,430 |
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sharing ู Shear stress it will deform very little |
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59 |
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00:05:19,430 --> 00:05:25,930 |
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failing suddenly ูุฌุฃุฉ ุชููุทุน twisting ุงููู ูููุง |
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60 |
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00:05:25,930 --> 00:05:30,710 |
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ุจูุณู
ููุง torsion/torque ุงู Torsional stress it will |
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61 |
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00:05:30,710 --> 00:05:34,750 |
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twist ุจุชูู ุงููู ู
ูุฌูุฏ ุนูุฏู ููู ุงูุฃุดูุงู ุงููู ุนูุฏู |
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62 |
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00:05:34,750 --> 00:05:38,270 |
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ูุงุฏู ุงููู ุดูุชููุง ูุจู ุดููุฉ ุงูููุฏูู ูุงุฏู ุจูุดุฏ ููู |
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63 |
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00:05:38,270 --> 00:05:42,990 |
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ููุง ุจูุนู
ู ุถุบุท ููุง ุจูุนู
ู bending ููุง ุจูุนู
ู torsion |
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64 |
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00:05:42,990 --> 00:05:48,090 |
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ุจููู ููู ููุง shear ุงููู ูู ุญุงุฌุฉ ูููู ู ุญุงุฌุฉ ูุชุญุช |
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65 |
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00:05:49,820 --> 00:05:54,500 |
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Bending compromises two opposite stresses, tension |
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66 |
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00:05:54,500 --> 00:05:58,620 |
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and compression. This is shown in the diagram of |
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67 |
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00:05:58,620 --> 00:06:02,800 |
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a simply supported beam ุงููู ุนูุฏูุง ูุฐุง ุงูุฎุท ุงููู |
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68 |
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00:06:02,800 --> 00:06:06,750 |
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ุจูุณู
ู ูุฐุง ุงู top ู ูุฐุง ุงู bottom ุงูู top ุนูุฏู |
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69 |
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00:06:06,750 --> 00:06:12,370 |
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compression stress ู ุงู bottom tensile stress ุงููู |
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70 |
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00:06:12,370 --> 00:06:17,410 |
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ูู ููุง ุดุฏ ูููุง ุถุบุท ุฎุท ุงููุต ูุฐุง ุจูุณู
ูู ุงูู neutral |
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71 |
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00:06:17,410 --> 00:06:21,430 |
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axis ู
ุงููุด ุนููู ุฃู stress ูู ุงูู
ูุทูุฉ ูุฐู ุงููู |
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72 |
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00:06:21,430 --> 00:06:26,660 |
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ุจูุณู
ููุง ุงูุชุนุฏุฏ ุจุงููุณุจุฉ ููููุฉ ุงูุจูุฏููุฉุ ุงูุฌุฒุก ุงูุฃุณูู |
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|
|
73 |
|
00:06:26,660 --> 00:06:30,880 |
|
ู
ู ุงูุญุฑุงุฑุฉ ูู ุญุฑุงุฑุฉ ูุงูุฌุฒุก ุงูุฃุนูู ูู ู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
74 |
|
00:06:30,880 --> 00:06:34,020 |
|
ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
75 |
|
00:06:34,020 --> 00:06:34,040 |
|
ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
76 |
|
00:06:34,040 --> 00:06:36,340 |
|
ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
77 |
|
00:06:36,340 --> 00:06:37,020 |
|
ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
78 |
|
00:06:37,020 --> 00:06:37,600 |
|
ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
79 |
|
00:06:37,600 --> 00:06:41,120 |
|
ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
80 |
|
00:06:41,120 --> 00:06:41,200 |
|
ุงูู
ุฏูุน ุงูู
ุฏูุน |
|
|
|
81 |
|
00:06:52,730 --> 00:06:57,730 |
|
ุงูุขู ููุง and progressively decreasing to zero at a |
|
|
|
82 |
|
00:06:57,730 --> 00:07:01,610 |
|
neutral zone ุงููู ูู ุงูุฎุท ุงูุฃูุณุณ ูุฐุง ุงููู ุจูุตูุฑ |
|
|
|
83 |
|
00:07:01,610 --> 00:07:05,230 |
|
ููู ุงูุชุนุฏุฏ and an imaginary line along the center of |
|
|
|
84 |
|
00:07:05,230 --> 00:07:09,190 |
|
the beam which is free from stress ู
ุงููุด ูููุง ุฃู |
|
|
|
85 |
|
00:07:09,190 --> 00:07:14,050 |
|
ุถุบุท types of failure ูู ุนูุฏู ุนุฏุฉ ุฃููุงุน ู
ู ุงููุดู |
|
|
|
86 |
|
00:07:14,050 --> 00:07:17,270 |
|
ุงููู ูู ุงููุดู ูู
ุง ูุญุตู ultimate failure of a |
|
|
|
87 |
|
00:07:17,270 --> 00:07:20,150 |
|
component or structure member depends on the type |
|
|
|
88 |
|
00:07:20,150 --> 00:07:25,040 |
|
of force intention it will fracture ุฅูุด ูุนูู |
|
|
|
89 |
|
00:07:25,040 --> 00:07:30,420 |
|
fractureุ ุจุชููุณุฑ ุฃู ุจุชููุทุน ูู ุดุฏูุช ุฃุญูุง ุฅูุด ููููุง |
|
|
|
90 |
|
00:07:30,420 --> 00:07:34,920 |
|
ูู ุงูู
ูุทูุฉ ุงููู ูู ุงููุต ุงููู ุจูุตูุฑ ูููุง ุจุชุฑูุน ูุญุฏ |
|
|
|
91 |
|
00:07:34,920 --> 00:07:38,920 |
|
ู
ุง ูุตูุฑ ุฅูุด ุจุชูุทุน ูู ุดุฏูุชู ู
ุบูุทุฉ ูู ุงูุขุฎุฑ |
|
|
|
92 |
|
00:07:38,920 --> 00:07:43,800 |
|
ูุชููุทุน ู
ู ุงููุต ุงููู ุนูุฏู in compression if it's |
|
|
|
93 |
|
00:07:43,800 --> 00:07:47,900 |
|
a stick it will crush or squash ูู ุงูุช ุชุนู
ูููุง ุฅูุด |
|
|
|
94 |
|
00:07:47,900 --> 00:07:53,760 |
|
ุจุฏูุง ุชุชุทุจู ุตุญุ ุงููู ุนูุฏู crush ูู
ุง ุงูุช ุชุนู
ู crush |
|
|
|
95 |
|
00:07:53,760 --> 00:08:01,320 |
|
ูุญุงุฌุฉ ุฅูุด ุจุช .. ุจุชุนุตุฑููุง ูุนูู ุงููู if it's slender |
|
|
|
96 |
|
00:08:01,320 --> 00:08:07,380 |
|
ุฅูุด ูุนูู slenderุ ุดุทุฑุงุช ูุงุฒู
ูููุง slender ุจุชุจูู |
|
|
|
97 |
|
00:08:07,380 --> 00:08:11,320 |
|
ุทูููุฉ ู ุฑููุนุฉ ูุฐุง ุจูุทุจู ุนูู ุงูุจูุงุช ุฏุงูู
ุง slender |
|
|
|
98 |
|
00:08:11,320 --> 00:08:16,190 |
|
girl ุจูุญูููุง ุฒู ููู ุทูููุฉ ุฑููุนุฉ ูุจุฏููุง ุชุญูุธูููู ุญุฏ |
|
|
|
99 |
|
00:08:16,190 --> 00:08:19,610 |
|
ูุชููู
ุนููู
ุชุจูู ุนุงุฑููู ุนููู ุฅูุด ุจุชุชููู
ู slender |
|
|
|
100 |
|
00:08:19,610 --> 00:08:24,110 |
|
ุทููู ูุฑููุน it will buckle/bend out of shape ุฅูุด |
|
|
|
101 |
|
00:08:24,110 --> 00:08:28,550 |
|
ุจุชุชุณุงูู ูููุงุ ูู
ุง ุชุณุงูููุง ุฅูุด ุจูุญุตู ูููุงุ ูู ุทูููุฉ |
|
|
|
102 |
|
00:08:28,550 --> 00:08:32,730 |
|
ูุฑููุนุฉ ู ุจุชุถุบุท ุนูููุง ุฅูุด ุจูุตูุฑุ ู
ุด ุจุชูุณุฑุ ุจุชูุทุฌ |
|
|
|
103 |
|
00:08:32,730 --> 00:08:37,510 |
|
ูุงู ุจุชูุทุฌ ู ุจุชูุฌู ุนูู ุงูุฌุงูุจ ูุฐุง ุงููู ุจูููู buckle |
|
|
|
104 |
|
00:08:37,510 --> 00:08:41,990 |
|
buckle ูุนูู ุจุชูุทุฌ ู ุจุชูุฌู ูุนูู ุจูุตูุฑ ุนูุฏู ุญุงุฌุฉ ูู |
|
|
|
105 |
|
00:08:41,990 --> 00:08:48,360 |
|
ุงููุต ุฌุงูุฉ ุฌุฑุจููุง ูุฐู in bending it will fracture |
|
|
|
106 |
|
00:08:48,360 --> 00:08:54,240 |
|
ุฅูุด ุจุฏู ูุณูู ุงู fractureุ ุชุดุฌู ุชุดุฌู ู
ููู
ุฅูุด |
|
|
|
107 |
|
00:08:54,240 --> 00:09:00,480 |
|
ุจุชุณููุ ุชุญุณู .. ุตุงุฑ ูููุง ุชุดููุงุช ุงู fracture in the |
|
|
|
108 |
|
00:09:00,480 --> 00:09:03,220 |
|
side .. in the side of the component which is in |
|
|
|
109 |
|
00:09:03,220 --> 00:09:06,900 |
|
tension or crush on the side which is in |
|
|
|
110 |
|
00:09:06,900 --> 00:09:10,500 |
|
compression ูู ุฃูุช ุนู
ูุชููุงุ ุถุบุทูุ ุชูุงูู ุงูุดุฌู ุงููู |
|
|
|
111 |
|
00:09:10,500 --> 00:09:14,200 |
|
ุงูู
ุถุบูุท ุนูููุง ู
ู ุชุญุช ุชุจุฏุฃ ุชุดุฌู ุงูุดุฌู ุงููู ููู ุฅูุด |
|
|
|
112 |
|
00:09:14,200 --> 00:09:18,790 |
|
ุจุฏู ูุตูุฑ ูููุงุ ุจุชุญุณ ุฅู ููู ุถุบุท ุตุงุฑ ุนูููุง ุชูุนุตุฑ ุฃู |
|
|
|
113 |
|
00:09:18,790 --> 00:09:23,430 |
|
ุชุชุฌู
ุน ุฌุงูุจ ุจุนุถุ ูุนูู ุจุชุตูุฑ ุงูุทุจู ุงููู ููู ุฌุฑุจุช |
|
|
|
114 |
|
00:09:23,430 --> 00:09:27,870 |
|
ูุจุนุถ ูุตุงุฑุช ุฎู
ููุฉ ู ุงููู ุชุญุช ููู ุชุดููุงุช ูููุง ุงููู |
|
|
|
115 |
|
00:09:27,870 --> 00:09:32,650 |
|
ุนูุฏู or fail due to the compression of both ุงู |
|
|
|
116 |
|
00:09:32,650 --> 00:09:38,630 |
|
ุจุชูุดู ููููุง and shear if it will shear or break in |
|
|
|
117 |
|
00:09:38,630 --> 00:09:42,790 |
|
to shear forces ูุฐู ุฅูุด ุจุชุณูู ุจูุตูุฑ ุนู
ููุฉ ุงููุณุฑ |
|
|
|
118 |
|
00:09:42,790 --> 00:09:47,970 |
|
and torsion it will fracture or shear ูุนูู ูุฐู |
|
|
|
119 |
|
00:09:47,970 --> 00:09:53,390 |
|
ุจุฑุถู ูุชูุงูููุง ุงููุณุฑุช ุจุณูููุฉ when vertical members |
|
|
|
120 |
|
00:09:53,390 --> 00:09:59,370 |
|
can no longer resist a load they either crush or |
|
|
|
121 |
|
00:09:59,850 --> 00:10:04,070 |
|
buckle ูู ุฌูุจุช ุญุงุฌุฉ ุนู
ูุฏูุฉ ูู
ุง ุฃูุง ุฃุดูู ุฃูู |
|
|
|
122 |
|
00:10:04,070 --> 00:10:08,230 |
|
ู
ุงุจุชูุฏุฑุด ุชุชุญู
ู ุงูู
ูุงูู
ุฉ ุฅูุด ุจูุณุงูู ูููุงุ ูุง ุฅู
ุง |
|
|
|
123 |
|
00:10:08,230 --> 00:10:14,930 |
|
ุจุชูุชูู ุฃู ุจุชูุทุฌ ูุนูู ูุง ุฅู
ุง ุจูุตูุฑ ููุง ุชูุณูุฑ ุฃู |
|
|
|
124 |
|
00:10:14,930 --> 00:10:19,630 |
|
ุชุทุจูู crush ุชุทุจูู ุจุงูุธุจุท ุชุชุทุจู ุนูู ุจุนุถ ูุง ุฅู
ุง ุฅูุด |
|
|
|
125 |
|
00:10:19,630 --> 00:10:23,510 |
|
ุจูุตูุฑ ูููุง ุงูุณูู ุฒู ููู ุฅูุด ุจูุญุตููุ ุจูุชู ุฒู ููู |
|
|
|
126 |
|
00:10:23,510 --> 00:10:28,300 |
|
ุดุงููุฉ ูุฐู ุงููู ุจูุณู
ููุง buckle ุชูุชูู ุงูุญุงุฌุฉ ุงู |
|
|
|
127 |
|
00:10:28,300 --> 00:10:31,340 |
|
slender ุจูุตูุฑ ููุง ุชุงูู ุฃูุช ุจุชุถุบุท ุฒู ููู ุจุชุฑูุญ |
|
|
|
128 |
|
00:10:31,340 --> 00:10:38,120 |
|
ุชูุชูู ุฃููุฉ ุงููู ูู ูุฐุง ุงููู ุจูุณู
ููุง ุฅูุด ุนู
ููุฉ ุงู |
|
|
|
129 |
|
00:10:38,120 --> 00:10:42,120 |
|
buckling ุงูุขู |
|
|
|
130 |
|
00:10:42,120 --> 00:10:46,880 |
|
ุงูุชู
ุฑูู ุงููู ูุชููู
ุนููู ู
ู .. ูุฐุง ุฃูุช ุฎุจุฑุฉ ูููุง ุงู |
|
|
|
131 |
|
00:10:46,880 --> 00:10:54,720 |
|
ุญุฏุง ููููุง ุงุดุชุบู ุนูููุง ุทูุจ ุงูุขู ุจูุช downward ุฅูุด |
|
|
|
132 |
|
00:10:54,720 --> 00:10:58,360 |
|
ุงูููู
ุฉ ุงููู ุญูููุงูุง ุงู voltage ุฅูุด ุจูุญุตู ููู ูู
ุง |
|
|
|
133 |
|
00:10:58,360 --> 00:11:04,220 |
|
ููุฒู ุฅูุด ููู ุจูุตูุฑ ููู
ุฉ sag ูุฃูุช ูู
ุง ุชูุฒู ูุงู |
|
|
|
134 |
|
00:11:04,220 --> 00:11:10,220 |
|
ุงูุญุจู ุงููู ุจูุดุฏู ูู
ุง ููุฒู ูุชุญุช ุจูุณู
ูู sag ููุฐุง |
|
|
|
135 |
|
00:11:10,220 --> 00:11:17,320 |
|
ุจูุญุท ููู
ุฉ sag ุทูุจ |
|
|
|
136 |
|
00:11:17,320 --> 00:11:20,120 |
|
a twisting force ุฅูุด ูู |
|
|
|
137 |
|
00:11:29,340 --> 00:11:35,200 |
|
take a force without a breaking ูุฃ |
|
|
|
138 |
|
00:11:35,200 --> 00:11:42,360 |
|
ูุฃู ุฃูุง ูู
ุง ุงุถุบุท ุนูู ูุฐู ุฅูุด ุจูุตูุฑ ูู ุนูุฏู ุงููุณุฑุช |
|
|
|
139 |
|
00:11:42,360 --> 00:11:50,960 |
|
ูุฐู resist ุชูุงูู
resistance ู
ูุงูู
ุฉ ุฃุฎุฐุชูุง ู
ุธุจูุทุ ุงูู |
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140 |
|
00:11:50,960 --> 00:11:55,180 |
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Resistance ู
ูุงูู
ุฉ ู
ุฑุช ุนูููู
ุจุงูููุฑุจุง ุฃู ูู ุงูููุฒูุงุก |
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141 |
|
00:11:55,180 --> 00:12:00,660 |
|
ูู
ุฑุช ุนูููู
ุจุงูุชุนุจูุฑ ุงูุนุงู
ูู ูุฐู ุงู Palestinian |
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142 |
|
00:12:00,660 --> 00:12:04,720 |
|
Resistance ุงูู
ูุงูู
ุฉ ุงูููุณุทูููุฉุ ู
ุธุจูุทุ ูู Resist |
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143 |
|
00:12:04,720 --> 00:12:15,340 |
|
ุงููู ุนูุฏู Increase |
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144 |
|
00:12:15,340 --> 00:12:21,670 |
|
in length due to tension ูู
ุง ุฃูุง ุฃุนู
ู increase ุฃูุง |
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145 |
|
00:12:21,670 --> 00:12:29,570 |
|
ุจุณุญุจ ุฅูุด ุจูุตูุฑ expand ูู stretch ุงู ุจุณ ูุฐุง ุฅูุด ูู |
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146 |
|
00:12:29,570 --> 00:12:33,130 |
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ูุงู increase in length ุนู
ููุฉ ุงู increase ุฅูุด |
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147 |
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00:12:33,130 --> 00:12:39,710 |
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ุจูุณู
ููุง expansion ู expand |
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148 |
|
00:12:39,710 --> 00:12:48,480 |
|
ุฏู ุชุทูุน ููุงู ูุงุนุฏ ุจุนู
ู ุจููู ููู
ุฉ ูู ุงูุฌุฒุก ุฏุง long |
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149 |
|
00:12:48,480 --> 00:12:57,100 |
|
and thin likely ุฅูุด slender ุฃููุฉ |
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150 |
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00:12:57,100 --> 00:13:01,520 |
|
ูุงู ุงูููู
ุฉ ูุงุฏุฉ ุจุชุญูุธููุง ุนูู ุทูู ู
ุด ูุชูุณููุง ุนุดุงู |
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151 |
|
00:13:01,520 --> 00:13:05,680 |
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ูู ุญููุชูู ุฅููุง ุนุดุงู ุฅูุด ุชูุฒู ูู ุงู memory |
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152 |
|
00:13:05,680 --> 00:13:15,020 |
|
scissoring force ุฅูุด ูู shear ุฅูุด |
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153 |
|
00:13:15,020 --> 00:13:20,930 |
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ุงูููู
ุฉ ุงููู ุตุงุฑุช ุนูุฏู ุงู stress ููุฐุง ุงููู ูุฒุฌุช |
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154 |
|
00:13:20,930 --> 00:13:29,470 |
|
ุงูู
ุนููู
ุฉ ุงูู
ูุฌูุฏุฉ ูููุณุ ูุงูุชู
ุฑูู ุจูุตุญุตุญูุง ููุฐู |
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155 |
|
00:13:29,470 --> 00:13:34,690 |
|
ุงูููู
ุงุช ูุฌู ููู ุจุนุฏู |
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156 |
|
00:13:34,690 --> 00:13:39,110 |
|
ุงูุขู what we need the question below which was |
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157 |
|
00:13:39,110 --> 00:13:46,790 |
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posted on a form ุฅูุด ูุนูู formุ ุฃูุชู ุดุงุทุฑูู ุฃููุฉ |
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158 |
|
00:13:46,790 --> 00:13:51,630 |
|
ู
ูุชูุฉ ุงููู ูู ุฃูุชู ุจุชุทูุนูุง ุนููู ูู ุงู net ุงูู
ูุชููุงุช |
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159 |
|
00:13:51,630 --> 00:13:55,710 |
|
on a construction website contains a mistake about |
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160 |
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00:13:55,710 --> 00:13:59,390 |
|
technical fact can you find the mistake look at |
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161 |
|
00:13:59,390 --> 00:14:04,510 |
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ุงููู ุนูุฏู I was under the impression that concrete |
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162 |
|
00:14:04,510 --> 00:14:08,530 |
|
and steel parts were used together in reinforced |
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163 |
|
00:14:08,530 --> 00:14:13,270 |
|
concrete ูุนูู ุฅูุด ูุฐู ููุฌู ููู
ุฉ I was under the |
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164 |
|
00:14:13,270 --> 00:14:22,280 |
|
impression ุฅูุด ูุนููุ ุฃูุง ููุช ุฃุนุชูุฏุ ุจุฏูุง ุฅูุด ูุงุฎุฏ |
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165 |
|
00:14:22,280 --> 00:14:26,480 |
|
ุชุฑุฌู
ุฉ ุญุฑููุฉุ ุฅูุด ููููุ ุฃูุง ููุช ุฃุนุชูุฏุ under the |
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166 |
|
00:14:26,480 --> 00:14:31,140 |
|
impression ูุนูู ุฃูุง ูุงู ูู ุงุนุชูุงุฏู ููู ุฃูุช ุจุฏู |
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167 |
|
00:14:31,140 --> 00:14:35,340 |
|
ุชุงุฎุฏ ุงูู
ุนูู ู
ุด ุงูุชุฑุฌู
ุฉ ููู
ุฉ under the impression |
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168 |
|
00:14:35,340 --> 00:14:41,180 |
|
ุฃู ุฃูุง ุชุญุช ุงูุงุนุชูุงุฏุ ูุฃ ุฃูุง ุฃุนุชูุฏ ุฃู ูุงู ูู ุงุนุชูุงุฏู |
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169 |
|
00:14:41,180 --> 00:14:48,320 |
|
that concrete and steel ุงูุญุฏูุฏ ูุงูุฎุฑุณุงูุฉ were used |
|
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170 |
|
00:14:48,320 --> 00:14:51,800 |
|
together ูุณุชุฎุฏู
ูุง ู
ุน ุจุนุถ in reinforce concrete ูู |
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171 |
|
00:14:51,800 --> 00:14:55,000 |
|
ุงูุญุฏูุฏ ุงูู
ุณูุญ because concrete is good at |
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172 |
|
00:14:55,000 --> 00:15:00,160 |
|
resisting compression ุงููู ุนูุฏู ุฅูุด ุงู concrete |
|
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|
173 |
|
00:15:00,160 --> 00:15:06,770 |
|
ุจูุงูู
ุงู ุฅูุด ุงูุถุบุท while ุฅูุด ุงููู ุนูุฏู and poor at |
|
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|
174 |
|
00:15:06,770 --> 00:15:11,870 |
|
resisting its tension ุงูุญุฏูุฏ ุงูุจุทูู ูู ุดุฏุชู ุจูุฌุนุจ |
|
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|
175 |
|
00:15:11,870 --> 00:15:19,050 |
|
ุจุณ ูู ุถุบุทู ุจูุตูุฑ ุจูุธููุง ุจูุงูู
whereas ุงู steel is |
|
|
|
176 |
|
00:15:19,050 --> 00:15:24,830 |
|
strong in tension ุงูุญุฏูุฏ ูู
ุง ุฃุณุญุจู ุฌูู ุจุชุญู
ู ูุงุญูุง |
|
|
|
177 |
|
00:15:24,830 --> 00:15:31,430 |
|
ุงูุชู
ุชูู ู
ุน ุจุนุถ ุจูุงูู
ุฅูุด ุงู bending force I also |
|
|
|
178 |
|
00:15:31,430 --> 00:15:36,630 |
|
taught that the steel always went at the bottom of |
|
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|
179 |
|
00:15:36,630 --> 00:15:40,610 |
|
the reinforced concrete beam ูุนูู ุฏู ูู ุจูุงูู
ุ ุฃูุง |
|
|
|
180 |
|
00:15:40,610 --> 00:15:45,390 |
|
ุจุนุฑู ุฃูู ุนูุฏู hand ูู ุงูุณุทุญุ ุฅูุด ุงููู ุจูุญุตูุ ููุง ูู |
|
|
|
181 |
|
00:15:45,390 --> 00:15:48,590 |
|
ุนูุฏู tension ู ููุง ูู ุนูุฏู compressionุ ุตุญุ |
|
|
|
182 |
|
00:15:48,590 --> 00:15:54,330 |
|
ูุงูุญุฏูุฏ ุจูุจูู ุงู concrete ููู ู ุงูุญุฏูุฏ ุชุญุชุ ููู |
|
|
|
183 |
|
00:15:54,330 --> 00:15:59,400 |
|
ูุฐุง ุงููู ุจูุญูู ูุนูู always went at the bottom of a |
|
|
|
184 |
|
00:15:59,400 --> 00:16:04,040 |
|
RC reinforced beam because that's the part that's |
|
|
|
185 |
|
00:16:04,040 --> 00:16:10,260 |
|
in tension whereas the top of the beam is free |
|
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|
186 |
|
00:16:10,260 --> 00:16:18,300 |
|
from stress ูุนูู ููุง ู
ุงููุด ููู ุนูุฏู ุถุบุท But if |
|
|
|
187 |
|
00:16:18,300 --> 00:16:22,080 |
|
that's the case when you see reinforcements being |
|
|
|
188 |
|
00:16:22,080 --> 00:16:33,860 |
|
fixed in the big RCB why are there bars both at |
|
|
|
189 |
|
00:16:33,860 --> 00:16:37,500 |
|
the bottom and the topุ ูุนูู ููุด ุฃูุง ุนูุฏู ุฅุฐุง ุฃูุง |
|
|
|
190 |
|
00:16:37,500 --> 00:16:43,570 |
|
ุจุดูููู
ููู ููุด ุนูุฏู ูู ุญุฏูุฏ ููู ูุญุฏูุฏ ุชุญุชุ ุฅูุด |
|
|
|
191 |
|
00:16:43,570 --> 00:16:48,270 |
|
ุงูุฎุทุฃ ุนูุฏูุ |
|
|
|
192 |
|
00:16:48,270 --> 00:16:53,870 |
|
ุทูุน ุนูุฏู because that's the part in tension ููู |
|
|
|
193 |
|
00:16:53,870 --> 00:16:58,290 |
|
ูุฐุง ุงู part ุงููู ุจูุญูู ุนููุ |
|
|
|
194 |
|
00:16:58,290 --> 00:17:03,050 |
|
I thought that the steel always went at the bottom |
|
|
|
195 |
|
00:17:03,050 --> 00:17:05,950 |
|
of the .. because that's the part in tension |
|
|
|
196 |
|
00:17:05,950 --> 00:17:10,090 |
|
whereas the top of the beam is free from stress |
|
|
|
197 |
|
00:17:10,090 --> 00:17:18,430 |
|
ูุฐุง ุตุญุ ุงูู top ุฅูุด ู
ุด free ูู ุนูุฏู ุฅูุด compression |
|
|
|
198 |
|
00:17:18,430 --> 00:17:23,330 |
|
ู
ุธุจูุท ูุฐุง ุงููู ุจูุทูุน ุนูููุง if the .. but if that |
|
|
|
199 |
|
00:17:23,330 --> 00:17:25,930 |
|
the case when you see the reinforcements being |
|
|
|
200 |
|
00:17:25,930 --> 00:17:31,890 |
|
forced in .. fixed in big RCBM why are there bars |
|
|
|
201 |
|
00:17:31,890 --> 00:17:35,650 |
|
at both the bottom and the top ูุงุญูุง ูู ุงู .. ุงู |
|
|
|
202 |
|
00:17:35,650 --> 00:17:41,190 |
|
.. ุงู top ู
ุด free of ุฅูุด stress ูุฐู ุงูู
ุนููู
ุฉ ุงูุฎุทุฃ |
|
|
|
203 |
|
00:17:41,190 --> 00:17:41,950 |
|
ุงููู ุนูุฏู |
|
|
|
204 |
|
00:17:46,140 --> 00:17:49,540 |
|
ุทุจ ูุงู ุงู .. ุงู .. ุงูููู
ุฉ ุงููู ูู the top of the |
|
|
|
205 |
|
00:17:49,540 --> 00:17:52,200 |
|
beam is compression the part of the beam which is |
|
|
|
206 |
|
00:17:52,200 --> 00:17:58,060 |
|
free from stress is the neutral axis ู
ุด ุงู ุฅูุด ุงู |
|
|
|
207 |
|
00:17:58,060 --> 00:18:01,740 |
|
top of the .. ูุนูู ุงููู ุนูุฏู ูุงู ุงูู
ูุทูุฉ ุงููู ูููุง |
|
|
|
208 |
|
00:18:01,740 --> 00:18:06,260 |
|
free stress ุงููู ูู ุฅูุด ุงูุฎุท ุงููู ูุงู ุงู neutral |
|
|
|
209 |
|
00:18:06,260 --> 00:18:11,060 |
|
ูุงู ุนูุฏู compression ูููุง |
|
|
|
210 |
|
00:18:11,060 --> 00:18:11,480 |
|
tension |
|
|
|
211 |
|
00:18:18,620 --> 00:18:23,100 |
|
ุทูุจุ ุงูุขู ูุณุชุฎุฏู
ูู ุงู exercise ุงูุชุงูุช ุงููู ูู |
|
|
|
212 |
|
00:18:23,100 --> 00:18:27,440 |
|
ุฅูุดุ ุงูููู
ุงุช ุงููู ู
ูุฌูุฏุฉ ูููุ in the box ูุนูู ุงุญูุง |
|
|
|
213 |
|
00:18:27,440 --> 00:18:30,900 |
|
ุนุงุฏุฉ ุจูุญุท ููุงูู
ู
ุฌู
ูุนุฉ ุฒู ู
ุง ุดูุชูุง ูู ุงูุงู
ุชุญุงู |
|
|
|
214 |
|
00:18:30,900 --> 00:18:35,680 |
|
ุฅููุ ู ุจููููู ุงุฎุชุงุฑูุง ู
ููู
ุ ู
ุธุจูุทุ ู
ุง ุนู
ููุงูุงุด ูุฐู |
|
|
|
215 |
|
00:18:35,680 --> 00:18:41,320 |
|
ุนู
ููุง ุงูุฏูุชูุฑ ูุงุฏูุ ููููุง ูุฃ ูุฐู ุตุนุจุฉ ูุณูููุง |
|
|
|
216 |
|
00:18:41,320 --> 00:18:48,060 |
|
ูุญุทููุง multiple choice ููู
ุ ู ูู ุฃุณูู ูุฐู ูู ุงู ุจุณ |
|
|
|
217 |
|
00:18:48,060 --> 00:18:53,740 |
|
ุฎูุงุฑุงุชู ุจุฏู ู
ุง ูููููุง ุซู
ุงููุฉ ุฃู ุนุดุฑุฉ ุชุฎุชุงุฑ ุฒู ูููุฉ |
|
|
|
218 |
|
00:18:53,740 --> 00:19:00,880 |
|
ุจูุญุทูู ุฃูู ู
ููู
ุ ู
ุธุจูุทุ ุฃู match ุจูุนู
ููู
ุ ูุฃ ุงู |
|
|
|
219 |
|
00:19:00,880 --> 00:19:05,880 |
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matching ุณููุฉุ ูุฐุง ู
ุง ูู .. ูุฐุง ุงููู ุญุทูุงูุง ุซู
ุงููุฉ |
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220 |
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00:19:05,880 --> 00:19:09,680 |
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hand ูุนูู ุซู
ุงููุฉ hand ุจุชุตูุฑ ุชุนู
ูู matchingุ ู
ุธุจูุทุ |
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221 |
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00:19:09,680 --> 00:19:14,700 |
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ุงููุฉ let me start by clarifying somethingุ ูุฐุง ุฅูุด |
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222 |
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00:19:14,700 --> 00:19:18,990 |
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ุจูุญููุ let me start by clarifying something ูุนูู |
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223 |
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00:19:18,990 --> 00:19:23,870 |
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ุฅูุดุ ุจุฏู ุฃุจุฏุฃ ุจุงูุชูุถูุญ ุดูุก when a beam is |
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224 |
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00:19:23,870 --> 00:19:29,870 |
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subjected to ุฅูุด stress? bending stress ุฅูุด ูู ุงู |
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225 |
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00:19:29,870 --> 00:19:35,910 |
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bendingุ ุงููู ูู ุนู
ููุฉ ุงูุถุบุท ุนูููุง ู
ู ููู ู
ุธุจูุท ุงู |
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226 |
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00:19:35,910 --> 00:19:45,020 |
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forces bending stress ููู bending ุทูุฑูุงูุง ุฅูุด ุนูุฏูุ |
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227 |
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00:19:45,020 --> 00:19:48,820 |
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the bottom part is generally in tension ุงูุฌุฒุก |
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228 |
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00:19:48,820 --> 00:19:53,860 |
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ุงูุณููู ุฅูุด ุนูุฏูุ tension as |
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229 |
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00:19:53,860 --> 00:19:57,200 |
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you rightly say but the top part is not free from |
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230 |
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00:19:57,200 --> 00:20:01,180 |
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stress ุงููู ูุจู ุดููุฉ ุงุชููู
ูุง ุนูููุง as you suggest |
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231 |
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00:20:01,180 --> 00:20:05,940 |
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it's in compressionุ ู
ุธุจูุทุ ูุฐุง tensionุ ูุฐุง |
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232 |
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00:20:05,940 --> 00:20:10,440 |
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bendingุ ูุงู ูุงุญุฏุ compression ููู ุงููู ุนูุฏูุ ูุงู |
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233 |
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00:20:10,440 --> 00:20:12,620 |
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ุงุซูููุ ุณููุ ูุงุฏ ุฌุงูุจ ุจุนุถ |
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234 |
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00:20:15,480 --> 00:20:23,980 |
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ุงูุขู only the horizontal central line of |
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235 |
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00:20:23,980 --> 00:20:29,760 |
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the beam a zone called neutral axis |
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236 |
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00:20:41,780 --> 00:20:45,480 |
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is not stressed it's also important to be clear |
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237 |
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00:20:45,480 --> 00:20:49,660 |
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about the strengths of concrete and steel you're |
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238 |
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00:20:49,660 --> 00:20:54,320 |
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right that concrete is poor at resisting tension |
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239 |
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00:20:54,320 --> 00:21:01,040 |
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ุงููู ุญูููุง ุงู shed ุฅูุด ุจุธุจุทุด ููู ููู tension ูุงู |
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240 |
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00:21:01,040 --> 00:21:04,560 |
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ุฃุฑุจุนุฉ ูููุณุ |
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241 |
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00:21:06,110 --> 00:21:14,630 |
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stress as it's born to failure by ุฅูุด suddenly ุฅูุด |
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242 |
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00:21:14,630 --> 00:21:22,010 |
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ุจูุญุตู ููุง fracture ู
ุธุจูุท ููู fracture ูููุง to |
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243 |
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00:21:22,010 --> 00:21:25,990 |
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fracturing ุงู |
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244 |
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00:21:25,990 --> 00:21:29,730 |
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ุฅูุด tensile |
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245 |
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00:21:29,730 --> 00:21:41,430 |
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tensile ููู ูู ููู ุงู ุทูุจ ููู ุชูุตุงู ุฎู
ุณุฉ fracturing |
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246 |
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00:21:41,430 --> 00:21:48,490 |
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ุทูุจ it's also true that concrete is a good at |
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247 |
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00:21:48,490 --> 00:21:54,730 |
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resisting stress compression ุฃู compressive stress |
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248 |
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00:21:54,730 --> 00:22:00,810 |
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ุงููู .. ุงููู ููุง ูุฐู ุงูุณุชุฉ ุงู compression ุงููู ูู |
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249 |
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00:22:00,810 --> 00:22:05,680 |
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ุงู noun compressive ุงููู ูู ุงู adjective ูููู |
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250 |
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00:22:05,680 --> 00:22:11,760 |
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ุงูุตูุงุนุฉ ุฃููู ู
ู ุงูู
ุฌูุฏ ููุณ ููุท ูู ุงู intention |
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251 |
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00:22:11,760 --> 00:22:18,680 |
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ุงููู ูู ุงูุณุงุจุนุฉ ุงููู ุญุทูุงูุง ูู
ุง ุชุณุชุทูุนูู ุฃู ุชุดูุฑ |
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252 |
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00:22:18,680 --> 00:22:25,160 |
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ุฅูููุงุ ูููู ุฃูุถูุง ุนูุฏู
ุง ุชููู ู
ุญุทู
ุฉุ |
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253 |
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00:22:25,160 --> 00:22:30,620 |
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ูุงูุตูุงุนุฉ ุนุงุฏุฉ ุชู
ุถู ูู ุฃุนุถุงุก ุงูุจุฑูุงู
ุฌ ูู ุญุงูุฉ ุชุชุณุจุจ |
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254 |
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00:22:30,620 --> 00:22:34,990 |
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ุจุงูุจุฑูุงู
ุฌ ูู ู
ุณุชูู ุนุงูู ู
ู ุงูู
ุญุทู
ุฉุ ูู ููู ู
ูุงูู
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255 |
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00:22:34,990 --> 00:22:38,550 |
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ุจุฑุถู ูููุณ ูู ุงูู
ูุงูู
ุฉ ุฃุญูุงูุง ูู
ุง ูููู ุนูุฏ ุงูู .. ุงูู |
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256 |
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00:22:38,550 --> 00:22:41,550 |
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.. ุงูู .. ุฎููุง ูููู compression ุนุงูู ุฌุฏุง ุงูู |
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257 |
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00:22:41,550 --> 00:22:45,950 |
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concrete ูุญุงูู ู
ุด ูุงูู ุจูุญุท ุงูุญุฏูุฏ ูุนูู ุฒู ุงูู
ุจุงูู |
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258 |
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00:22:45,950 --> 00:22:52,230 |
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ุนูุฏ ุงูุณูููุฉ ุจุชูุงูู ุงูุจุทูู ุงูุญุฏูุฏ ู
ูุฌูุฏ ูููุ ุฃุณูู ู |
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259 |
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00:22:52,230 --> 00:22:58,420 |
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ููู ูุฃูู ููู ุถุบุท ูุชูุฑ ููู ู
ุง ุฒุงุฏุช ุงูู
ุณุงูุฉ ูู ู
ุง ูู |
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260 |
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00:22:58,420 --> 00:23:03,960 |
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ูุชุฑ ุงูุญุฏูุฏ ุนุดุงู ูุนู
ู ุงูุญู
ุงูุฉ ุงููู ูููุฏุฑ ูุดูู ุงูู |
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261 |
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00:23:03,960 --> 00:23:08,100 |
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weight meaning that the concrete requires |
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262 |
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00:23:08,100 --> 00:23:11,580 |
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reinforcing to prevent it from ุงูุด and failing |
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263 |
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00:23:11,580 --> 00:23:18,740 |
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crushing and failing ุงูู crushing ุงูุดุ ุงููู ุญูููุงูุง |
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264 |
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00:23:18,740 --> 00:23:24,200 |
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ุชุทุจูู another possible reason for a beam having |
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265 |
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00:23:24,200 --> 00:23:29,000 |
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steel in the top is to take tension ุงููู ูู ูุงุฎุฏ |
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266 |
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00:23:29,000 --> 00:23:31,740 |
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ุงูุถุบุท why would you get tension in the top of a |
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267 |
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00:23:31,740 --> 00:23:37,540 |
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beam it's true that most beams want to ุงูุด deflect |
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268 |
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00:23:37,540 --> 00:23:43,680 |
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downward ุนุงุฏุฉ ุงูุด ู
ุนุธู
ู
ุซูุง ุงูุณูู ุจูุฑูุญ where |
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269 |
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00:23:43,680 --> 00:23:53,730 |
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downward ุงููู ูู deflect ุงููู ูู ุชุณุนุฉ because |
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270 |
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00:23:53,730 --> 00:23:59,050 |
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of gravity ุงููุฒู ุชุจุนูุง ุฃู ุงูุฌุงุฐุจูุฉ ุงูุด ุจุชุนู
ู ุชุถุบุท |
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271 |
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00:23:59,050 --> 00:24:06,050 |
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ููููุ ููุฃุณูู because gravity causes them to ุงูุดุ |
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272 |
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00:24:06,050 --> 00:24:11,530 |
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ุณุงุฌ ุงูููู
ุฉ ุงููู ุจุชูุฒู ุฅูู ุงูู gravity ุฏุงูู
ุง ุจุชูุฒู |
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273 |
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00:24:11,530 --> 00:24:17,750 |
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ูุฃุณูู ุณุงุฌ ูู ุนุดุฑุฉ ูุฐุง ุงูุชุนุจูุฑ ุฅุฐุง ุจุชุทูุน ุงุญูุง |
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274 |
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00:24:17,750 --> 00:24:21,410 |
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ุจูุชุณุงูู ููู ูู ุชุนุฑูู ุงูู bending force ูุฐุง |
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275 |
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00:24:21,410 --> 00:24:26,830 |
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ุงูู
ูุฌูุฏ ุฅุฐุง ุจุชุทูุน ุนููู putting only the bottom of |
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276 |
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00:24:26,830 --> 00:24:30,290 |
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the beam in tension but in some structure there |
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277 |
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00:24:30,290 --> 00:24:36,330 |
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are beams or part of the beams that want to ุงูุด to |
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278 |
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00:24:36,330 --> 00:24:36,790 |
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hug |
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279 |
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00:24:43,260 --> 00:24:46,980 |
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ุงูู hug ุฅูุด .. ุฎููููู ุฃุญูููุง ุฅูุด .. ุงูู .. ุงูู hug |
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280 |
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00:24:46,980 --> 00:24:53,660 |
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ุฅูุด ูุนูู ุจูุนู
ู ุงูุขู ูู
ุง ุงููุงุญุฏ ุจุฏู ูุฏูุน ุญุฏู ู ุจุฏูุด |
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281 |
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00:24:53,660 --> 00:24:57,500 |
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ุฃุฑุฌุน ุฅูุด ุจุฃุนู
ูุ |
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282 |
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00:24:57,500 --> 00:25:01,920 |
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ุจุชู
ุณููุ ู
ุธุจูุทุ ู ุงูู hug ุนู
ููุฉ ุงูู
ุณูุ ุงูุญุถู ูููุ ูู |
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283 |
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00:25:01,920 --> 00:25:06,080 |
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ุจุชุณูุจ ููู ุฅูุด ุงูุญุฏูุฏุ ุงูู ูุงู ุจุฏู ูุฑูุน ูู ูุงูุ |
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284 |
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00:25:06,080 --> 00:25:08,420 |
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ูุจุชุตูุฑ ุฑุฏุฉ ุงููุนู ู
ุนุงูุณุฉ |
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285 |
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00:25:10,450 --> 00:25:13,830 |
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ุฃููุฉ ุจุชุตูุฑ ูุงู ูููุง ุฅูุด ุจููููู ูุง force into |
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286 |
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00:25:13,830 --> 00:25:18,530 |
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upward deflection ุจูุตูุฑ ุฅูุด ุงูุฑุฏุฉ ุงูู
ุนุงูุณุฉ ูููู ุงูู |
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287 |
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00:25:18,530 --> 00:25:24,170 |
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deflection ูุงู ูุฅูุด ุงููู ุนูุฏู ูุนูู ุงูุจุทูู ูู
ุง ุชุถุบุท |
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288 |
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00:25:24,170 --> 00:25:28,550 |
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ุน ุญุงุฌุฉ ู ุชุณูุจููุง ุฅูุด ุจูุญุตู ุชุฑุชูุน ูููู ูุฐุง ุงููู |
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289 |
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00:25:28,550 --> 00:25:32,890 |
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ุจูุญูู ููู ูุจุชุตูุฑ ูุงู ููู ุจุชู
ุณู ูุงูุช ุจุชุฒุนู ุฒู
ุจุงุฑู |
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290 |
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00:25:32,890 --> 00:25:39,660 |
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ุชุถุบุท ุชุณูุจูู ุจูุฑูุญ ูู ุงุชุฌุงู ุงูู
ุนุงูุณ ูุฐุง ุงูู high |
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291 |
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00:25:39,660 --> 00:25:43,400 |
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ูุงูุชูุง ุงููู ุจุฏูุง ูููู
ู ุงูููู
ูู ุฅูุด ุฃููุง ุงูู type |
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292 |
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00:25:43,400 --> 00:25:48,220 |
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of forces ุงููู ุงุชููู
ูุง ุนููู
ุงูู deformation ุฅูุด ูู |
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293 |
|
00:25:48,220 --> 00:25:52,060 |
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ูุงุญุฏุฉ ุงููุชูุฌุฉ ุชุจุนุชูุง ูุนูู ุงูุดูู ุชุจุนูุง ู
ุซูุง ุงูู |
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294 |
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00:25:52,060 --> 00:25:57,740 |
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tension ุจุชูู expand ุงูู length ุงูู compression ุฅูุด |
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295 |
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00:25:57,740 --> 00:26:02,920 |
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ุจูุญุตู ููู shorten ุงูู length ุงูุขู ูู
ุง ูุชููู
ุนูู ุงูู |
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296 |
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00:26:02,920 --> 00:26:08,680 |
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shear ุฅูุด ุจูุญุตู ูููุงุ ุฃููุฉ ุจูุตูุฑ ุฃูุช ุถุบุท ูู ุงุชุฌุงููู |
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297 |
|
00:26:08,680 --> 00:26:14,280 |
|
ุงูู torsion ุงูุด ุจูุนู
ูุ ุจูููู ุงูุขู ุจุชูุงุญุธูุง ุงูู |
|
|
|
298 |
|
00:26:14,280 --> 00:26:19,920 |
|
failure ุชุจุนูุง ุงูู tension ุงูุด ุจูุตูุฑ ูููุงุ ุจุชุดูู ุฃู |
|
|
|
299 |
|
00:26:19,920 --> 00:26:26,500 |
|
ุจุชููุทุน ู
ุธุจูุท ุงูู compression ุชุชุทุจู ุงููู ุนูุฏู ุฃู |
|
|
|
300 |
|
00:26:26,500 --> 00:26:30,740 |
|
ุจุชูุซูู ุงููู ูู ุงูุด buckle ุฃู ุงููู ุจูุญุตู ุงูุด ุนูุฏูุง |
|
|
|
301 |
|
00:26:30,740 --> 00:26:33,920 |
|
ุงููู ุจูุชููู
ูู ูุงูุช slender ุจูุตูุฑ buckle ูู ูุงูุช |
|
|
|
302 |
|
00:26:33,920 --> 00:26:39,870 |
|
heavy ุฃู thick ุจูุตูุฑ ููุง crush ุงูุขู ูู
ุง ุงุชููู
ุนูู |
|
|
|
303 |
|
00:26:39,870 --> 00:26:44,550 |
|
torsion ุฅูุด ุจูุญุตู ููุงุ ู
ู
ูู ูุตูุฑ ููุง fracture ุฃู |
|
|
|
304 |
|
00:26:44,550 --> 00:26:49,490 |
|
shear ุงููู ูู ุนูุฏูุง ุงูู shear ุจูุตูุฑ ููุง ุฅูุดุ ูุณุฑ |
|
|
|
305 |
|
00:26:49,490 --> 00:26:53,890 |
|
broken ุฃู ุงููู ูู ูุฐู ู
ูุฎุต ุงูู
ุญุงุถุฑุฉ ุชุจุนุชูุง |
|
|