| 1 |
| 00:00:20,860 --> 00:00:25,660 |
| ุงูุณูุงู
ุนูููู
ุงูููู
ุณูู ูุชููู
ุนู ุงูุญููุฉ ุงูุชุงุณุนุฉ |
|
|
| 2 |
| 00:00:25,660 --> 00:00:31,880 |
| ุงูุญููุฉ ุงูุชุงุณุนุฉ ุชุชููู
ุนู loadุ stress ู strain ุฅูุด |
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| 3 |
| 00:00:31,880 --> 00:00:38,640 |
| ูุนูู ุงู loadุ ุงูุฃุญู
ุงู ู stressุ ุงูุถุบุท ู strainุ |
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| 4 |
| 00:00:38,640 --> 00:00:45,010 |
| ุงูุดุฏุ ุฅูุด ุจุชุฃุซูุฑ ุงูุดุฏุ ุฎููููุง ููููa load when |
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| 5 |
| 00:00:45,010 --> 00:00:48,170 |
| engineering engineers design a machine or a |
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| 6 |
| 00:00:48,170 --> 00:00:51,610 |
| structure they need to know what forces will be |
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| 7 |
| 00:00:51,610 --> 00:00:56,090 |
| exerted on it ูุนูู ูู
ุง ุงูู
ููุฏุณูู ุจุฏูู
ูุตู
ู
ู
ุจูู ุฃู |
|
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| 8 |
| 00:00:56,090 --> 00:01:02,130 |
| ุฌูุงุฒ ุฏุงูู
ุง ุจุชุทูุนูุง ูุฏ ุฅูุด ุงูููุฉ ุงููู ุจุฏูุง applied |
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| 9 |
| 00:01:02,130 --> 00:01:07,770 |
| ุฃู exerted ุงููู ุงู ุญุทุช ุนูููุง ุฃู ุจุชุถุบุท ุนูููุง ุฅูุด ูู |
|
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| 10 |
| 00:01:07,770 --> 00:01:11,610 |
| put pressure on it in engineering forces are |
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| 11 |
| 00:01:11,610 --> 00:01:15,760 |
| called loadsูู ุงูููุฏุณุฉ ู ูุฐุง ูู ู
ุฌุงู ุงูููุฏุณุฉ |
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| 12 |
| 00:01:15,760 --> 00:01:22,320 |
| ุงูู
ุฏููุฉ ุจุดูู ุฃุณุงุณู ุจูุณู
ููุง ุฃุญู
ุงู ุงูููุฉ usually |
|
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| 13 |
| 00:01:22,320 --> 00:01:27,380 |
| several different loads will act on or apply force |
|
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| 14 |
| 00:01:27,380 --> 00:01:30,160 |
| to ุนุงุฏุฉ ูู ุนูุฏู ุฃูุชุฑ ู
ู ููุฉ ุชูุฌู |
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| 15 |
| 00:01:33,200 --> 00:01:38,840 |
| ุจุชูุฑุถ ุญุงููุง ุนูู ุงูุจูุงุก ูุฐุง ุฃู ุนูู ุงูุฌูุงุฒ ุงูู
ูุฌูุฏ |
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| 16 |
| 00:01:38,840 --> 00:01:42,900 |
| the components in the machine or the members part |
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| 17 |
| 00:01:42,900 --> 00:01:46,140 |
| of a structure a component or member which is |
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| 18 |
| 00:01:46,140 --> 00:01:49,680 |
| designed to carry or bear a load called load |
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| 19 |
| 00:01:49,680 --> 00:01:53,620 |
| bearing components or members ุงูุงู ุงู load bearing |
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| 20 |
| 00:01:53,620 --> 00:01:57,920 |
| ุงููู ูู ุงููุทุนุฉ ุงู ุงูุฌูุงุฒ ุงู ุฌุฒุก ู
ู ุงูุฌูุงุฒ ุงููู ุงูุด |
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| 21 |
| 00:01:57,920 --> 00:02:03,420 |
| ุจูุตูุฑููุจูุถุบุท ุนููู ู
ู ูุฐู ุงูููุฉ ุฃู ูู ุงููู ุจุชุนู
ู |
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| 22 |
| 00:02:03,420 --> 00:02:09,740 |
| generation ููุฐู ุงูููุฉ ูุชุฎุทูุท ู
ุง ุณูุญุฏุซ ุนูุฏู
ุง ูุชู
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| 23 |
| 00:02:09,740 --> 00:02:15,040 |
| ุชุญู
ูู ุงูู
ุฌู
ูุนุงุช ุงูุงูุฌููุฑ ูุชุฎุทูุท ูู
ูุฉ ููู
ูุฉ ุชุญู
ูุท |
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| 24 |
| 00:02:15,040 --> 00:02:16,960 |
| ูุชุนู
ู ุฃูุถูุง ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู |
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| 25 |
| 00:02:16,960 --> 00:02:19,500 |
| ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู |
|
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| 26 |
| 00:02:19,500 --> 00:02:22,320 |
| ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู ุชุนู
ู |
|
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| 27 |
| 00:02:22,320 --> 00:02:33,600 |
| ุชุนู
ู ุชุนู
ู ุชู
ุธุจูุทุ ุฅููุง magnitudeูุงููุง direction ุงู |
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| 28 |
| 00:02:33,600 --> 00:02:38,220 |
| phase ุฒุงููุฉ ูุงูุฒุงููุฉ ูุฐุง ุงูููุฉ ูู .. ูุงู ุจุฏู .. |
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| 29 |
| 00:02:38,220 --> 00:02:42,280 |
| ุนุงุฏุฉ ุงุญูุง ูู ุงูููุฏุณุฉ ููุง ุจูุดุชุบู ุงูุฒุงููุฉ ุงูุงุชุฌุงู |
|
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| 30 |
| 00:02:42,280 --> 00:02:46,180 |
| ุงูุนู
ูุฏู ุงู ุงูุงุชุฌุงู ุงูุงุด ุงููุงููู horizontal ุงู |
|
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| 31 |
| 00:02:46,180 --> 00:02:50,680 |
| vertical ุงู weight ู
ุซูุง ุนูู ุณุจูู ุงูู
ุซุงู ุงููุฒู ุงูุด |
|
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| 32 |
| 00:02:50,680 --> 00:02:55,100 |
| ุงูููุฉ ุชุจุนุช ูููุ vertical ููุฐู .. ูุฐู ุงููู ุจูุชููู
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|
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| 33 |
| 00:02:55,100 --> 00:03:00,340 |
| ููุด ููุฉ ุจุชูุงูููุง ุฌุงูุฉ ุจุฏูู ุงุชุฌุงูุููุฐุง ุงููู ุจุชุญูููุง |
|
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| 34 |
| 00:03:00,340 --> 00:03:04,260 |
| ูุนูู ุนุงุฏุฉ ุงุญูุง ุจูุญุณุจ ููุงู ุงู magnitude ู ุจูุทูุน ุนูู |
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| 35 |
| 00:03:04,260 --> 00:03:08,540 |
| ุงู phase load is therefore a vector a quantity or |
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| 36 |
| 00:03:08,540 --> 00:03:13,640 |
| vector ูู ุนุจุงุฑุฉ ุนู ุงูุด ู
ุชุฌูุฉ that is a measurement |
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| 37 |
| 00:03:13,640 --> 00:03:17,720 |
| with both magnitude and direction ูุนูู ุจุงููุง ุงุชุฌุงู |
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| 38 |
| 00:03:17,720 --> 00:03:22,680 |
| ู ุจุงููุง ู
ูุฏุงุฑ ุงู ุจุงููุง ุฒุงููุฉ ู ู
ูุฏุงุฑ ุงุญูุง ูุฐู ู
ู |
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| 39 |
| 00:03:22,680 --> 00:03:27,550 |
| ุงูุญุงุฌุงุช ุจุนุฏ ุดููุฉ ูู ุงูููุฏุณุฉ ู
ุณูู
ุงุช ุจุชุตูุฑุฅูู ุจุชุชููู
|
|
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| 40 |
| 00:03:27,550 --> 00:03:35,570 |
| ุนู ุงูุฒุงููุฉ ููุณ ูุบุฉ ุงู magnitude this |
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| 41 |
| 00:03:35,570 --> 00:03:39,310 |
| is different to a scalar quantity which has a |
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| 42 |
| 00:03:39,310 --> 00:03:42,490 |
| magnitude only ุทุจุนุง ุงู scalar quantity ุฅููุง ุจุณ |
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| 43 |
| 00:03:42,490 --> 00:03:48,190 |
| magnitude ูู
ุง ุจูุชููู
ุด ุนูู ุฃู ุงุชุฌุงููู ุฌูุงุฒ ูุฐุง ุจ .. |
|
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| 44 |
| 00:03:48,190 --> 00:03:52,070 |
| ุจ .. ูู ุฑูุญุชูุง ูู
ุฎุชุจุฑ ุงูู
ูุงุฏ ูุงูุชุฑุจุฉ ุฃู ุฑูุญุชูุง |
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| 45 |
| 00:03:52,070 --> 00:03:55,270 |
| ูู
ุฎุชุจุฑ ุงู plastic ุงููู ูู ุงูุฌุงู
ุนุฉ ูุฐู ูุชูุงูู |
|
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| 46 |
| 00:03:55,270 --> 00:04:00,070 |
| ุงูุฌูุงุฒ ุงููู ูู apply force ุฃู ุจุชุดุฏ ุนุดุงู ุชุดูู ุงูุด |
|
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| 47 |
| 00:04:00,070 --> 00:04:05,300 |
| ุฏุฑุฌุฉ ุงู .. ุงู ุงู quality of the productุจุดูููุง ูุฏุงุด |
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| 48 |
| 00:04:05,300 --> 00:04:08,940 |
| ุฏุฑุฌุฉ ุงูุชุญู
ู ูุฏุงุด ุฏุฑุฌุฉ ุงูุดุฏ ูุงููู ุจุชุฑุฌุน ูุงู .. ูุงู |
|
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| 49 |
| 00:04:08,940 --> 00:04:12,460 |
| ูุญุต ุจูุณู
ูู ู
ุฎุชุจุฑ ุงูู
ูุงุฏ ู ุงูุชุฑุจุฉ ุงููู ู
ูุฌูุฏุฉ ูู |
|
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| 50 |
| 00:04:12,460 --> 00:04:15,940 |
| ุงูุฌุงู
ุนุฉ ููู ุงูุฃุฌูุฒุฉ ุงููู ุจุชููุญุต ููู ุงูู
ูุงุฏ |
|
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| 51 |
| 00:04:15,940 --> 00:04:21,780 |
| ุงูู
ูุฌูุฏุฉ stress and strain ุงูุขู ููุฌู ูุณู
ุน ุฅูุด ุงู |
|
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| 52 |
| 00:04:21,780 --> 00:04:25,840 |
| stress ุงูุขู ูู ุฃูุง ุฌูุช ู
ุณูุช ุดููุด ู ุฏุฌูุชู ุนูู |
|
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| 53 |
| 00:04:25,840 --> 00:04:31,220 |
| ุงูุทุงููุฉ ูุฐู ุฃู ุฌูุช ุนูู ูุทุนุฉ ุตุบูุฑุฉ ู ุฏุฌูุช ุนูููุง ูู |
|
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| 54 |
| 00:04:31,220 --> 00:04:37,330 |
| ูุฐู ุฅูุด ุงููุฑู ุจูู ุงูุชูุชููุููุงุญุธ .. ููุงุญุธ .. ุฃููุฉุ |
|
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| 55 |
| 00:04:37,330 --> 00:04:42,050 |
| ุงูุขู ูุงุญุฏุฉ ูุชุชุญู
ู ูุงุญุฏุฉ ูุชุชูุดูุดุ ู
ุธุจูุทุ ุงู .. ุงู |
|
|
| 56 |
| 00:04:42,050 --> 00:04:48,030 |
| .. ูู ู
ุง ุฒุงุฏุช ุงูู
ุณุงุญุฉ ูู ู
ุง ูุงู ุงูุชุญู
ู ุฃูุจุฑุ ูู ู
ุง |
|
|
| 57 |
| 00:04:48,030 --> 00:04:51,270 |
| ุฌูุช ูู ู
ุง .. ูู example ุงููู ุจูุถุฑุจููุงุ ูู ุฃูุง ุฌูุช |
|
|
| 58 |
| 00:04:51,270 --> 00:04:56,630 |
| cable ุฃู ุญุจู ู ุณุญุจุช ููู ุญุงุฌุฉ ูุจูุฑุฉุ ุงููู ูู ูุงู |
|
|
| 59 |
| 00:04:56,630 --> 00:05:00,510 |
| ุงูุญุฌู
ูุจูุฑ ุชุจุนูุ ุจููุฏุฑ ุฃุดูู ุงูุดุบูุฉ ุงููู ุชููููุงุ ูู |
|
|
| 60 |
| 00:05:00,510 --> 00:05:05,760 |
| ูุงู ุงูุญุฌู
ุตุบูุฑุ ุจูุทุน ุงูุญุจูุทุจ ุฅูุด ุงููุฑู ุจูููุงุ ุทุจ |
|
|
| 61 |
| 00:05:05,760 --> 00:05:09,500 |
| ุฅู ูู ููุณ ุงููุฒู ุฃู ููุณ ุงูููุฉ ุงููุฑู ุงููู ูู ุฅูุดุ |
|
|
| 62 |
| 00:05:09,500 --> 00:05:13,160 |
| ุงูู
ุณุงุญุฉ ุงููู ุจูุณู
ููุง ููุฐู ุจุชุฌูููุง ููู
ุฉ ุงู stress |
|
|
| 63 |
| 00:05:13,160 --> 00:05:20,580 |
| ุงู stress ุจูุชููู
ุนูู ููุฉ ูู
ุณุงุญุฉthe extract below |
|
|
| 64 |
| 00:05:20,580 --> 00:05:23,740 |
| is from an engineering textbook ู
ู ูุชุงุจ ููุฏุณุฉ ุฃูุด |
|
|
| 65 |
| 00:05:23,740 --> 00:05:27,500 |
| ุจุชุญูููุง in a test a thick cable is used to pick up |
|
|
| 66 |
| 00:05:27,500 --> 00:05:34,800 |
| a heavy object ูุนูู ูุงุจู ุณู
ูู ุงุญูุง ุณุญุจูุง ููู ุดูุก |
|
|
| 67 |
| 00:05:34,800 --> 00:05:40,760 |
| ูุฒูู ุซูููthe cable stretches slightly ุนุงุฏุฉ ูุจู ู
ุง |
|
|
| 68 |
| 00:05:40,760 --> 00:05:46,540 |
| ุฃู ุญุงุฌุฉ apply force ุจูุตูุฑ ุฅูุด ุจูุตูุฑ ูู stretching |
|
|
| 69 |
| 00:05:46,540 --> 00:05:51,660 |
| ุจู
ุฏ ูุนูู ูู ุฃูุง ุฌูุช ูุญุงุฌุฉ ุฒู ููู ู ุญุทูุช ุนูููุง ุญุงุฌุฉ |
|
|
| 70 |
| 00:05:51,660 --> 00:05:55,460 |
| ุชุฌูู ููุด ุจูุงููู ุจูุฌูุต ูุชุญุช ุฅุฐุง ูุงู ูู ุญุชู ุฌูู |
|
|
| 71 |
| 00:05:55,460 --> 00:05:58,500 |
| ุจุชูุงูู ุงูุชุฌููุณุฉ ุจุชุญุณูุด ูููุง ุจุณ ุฅุฐุง ูุงู ุญุงุฌุฉ ุถุนููุฉ |
|
|
| 72 |
| 00:05:58,500 --> 00:06:04,170 |
| ุฅูุด ุจูุงูููุง ู
ุจููุฉ ู
ูุญูุธุฉูุนูู ูู ุฌูุช ุนูู ุญุจู ุญุทูุชู |
|
|
| 73 |
| 00:06:04,170 --> 00:06:09,330 |
| ู ุดุฏูุชู ูุฏู ุงุดุฏู ู ุนููุชุด ููู ุงูุด ููุงุญุธ ูููุ ูููุฒู |
|
|
| 74 |
| 00:06:09,330 --> 00:06:13,030 |
| ู
ู ุงููุต ู ูู ูุฏู ุงุดุฏู ู
ุงุดุฏูุฏ ุงูุด ู
ุนูุงุชูุ ุงูู ูู ุดุฏ |
|
|
| 75 |
| 00:06:13,030 --> 00:06:16,530 |
| .. ุตุงุฑูู ุดุฏ ุจุฒูุงุฏุฉ ูุนูู ุงูุดูู ุชุจุนู ุงู ุงูุจุนุฏ .. |
|
|
| 76 |
| 00:06:16,530 --> 00:06:22,290 |
| ุงูุจุนุฏ ุชุจุนู .. ุงูุทูู ุชุจุนู ุชุบูุฑ ุดููุฉ ุงู ุจููููู ุตุงุฑ |
|
|
| 77 |
| 00:06:22,290 --> 00:06:26,860 |
| deformedุทูุจ the cable stretches slightly but lifts |
|
|
| 78 |
| 00:06:26,860 --> 00:06:30,560 |
| the weight ูุนูู ุจุดูู ุงููุฒู a second test is done |
|
|
| 79 |
| 00:06:30,560 --> 00:06:33,960 |
| using a thinner cable thinner cable ุงููู ูู ุฅููุ |
|
|
| 80 |
| 00:06:33,960 --> 00:06:39,820 |
| ูุงุจู ุฃุฑูุน one with only half the cross-sectional |
|
|
| 81 |
| 00:06:39,820 --> 00:06:44,500 |
| area of the thick cable ูุนูู ุฃุฎุฏูุง ูุต ุงูุณู
ู ุชุจุนู |
|
|
| 82 |
| 00:06:44,500 --> 00:06:49,560 |
| this time the cable stretches then break ุงููุงุจู |
|
|
| 83 |
| 00:06:49,560 --> 00:06:54,980 |
| ุฅูุด ุจูุตูุฑุ ุจู
ุท ู ุจุนุฏูู ุฅูุดุ ุจููุทุนwhy did the |
|
|
| 84 |
| 00:06:54,980 --> 00:07:00,260 |
| thinner cable failุ ููุด ููุ ูุดู ุงูุงู not due to a |
|
|
| 85 |
| 00:07:00,260 --> 00:07:03,520 |
| higher load as the weight was the same ูุนูู ุงู |
|
|
| 86 |
| 00:07:03,520 --> 00:07:07,880 |
| load ุชุจุนุชู ุงู ุงูุญู
ู ุชุจุนู ู
ุง ุชุบูุฑุด ุทูุจ ููุงุดุจูููู |
|
|
| 87 |
| 00:07:07,880 --> 00:07:12,160 |
| the failure was due to stress ูู ู
ู ุฃูุดุ ุงูุณุจุจ |
|
|
| 88 |
| 00:07:12,160 --> 00:07:16,800 |
| ุงูุฑุฆูุณู ูู stress ุทูุจ ุงู stress is force per unit |
|
|
| 89 |
| 00:07:16,800 --> 00:07:19,720 |
| area ุงู stress ุงููู ุงุญูุง ุจูุชููู
ุนููู ูู ุนุจุงุฑุฉ ุนู |
|
|
| 90 |
| 00:07:19,720 --> 00:07:25,930 |
| ุฃูุดุููุฉ ุนูู ุงูู
ุณุงุญุฉ ุงููู ุนูุฏู and is measured in |
|
|
| 91 |
| 00:07:25,930 --> 00:07:30,710 |
| newton per square meter or pascals ุงููุญุฏุฉ ุชุจุนุชู |
|
|
| 92 |
| 00:07:30,710 --> 00:07:34,550 |
| newton per square meter ุงู pascals the thinner |
|
|
| 93 |
| 00:07:34,550 --> 00:07:39,210 |
| cable was therefore stressed twice as much as the |
|
|
| 94 |
| 00:07:39,210 --> 00:07:42,050 |
| thick cable ูุนูู ุงูุง ุทูุน ุนูุงูุฉ ุงููู ูุฐู ุงูุนูุงูุฉ |
|
|
| 95 |
| 00:07:42,050 --> 00:07:47,690 |
| ุงููู ุญุทูุงูุง ูุฐู proportional ุงููู ูู ุฒุงุฏุช ุงูู
ุณุงุญุฉ |
|
|
| 96 |
| 00:07:47,690 --> 00:07:53,400 |
| ููุตุชูููุต ูุงูุชุฃุซูุฑ ุชุจุน ุงู stress ุงุถุงุนู ูุฐุง ุงููู |
|
|
| 97 |
| 00:07:53,400 --> 00:07:58,260 |
| ุจูุตูุฑ ููู as the same load was concentrated into |
|
|
| 98 |
| 00:07:58,260 --> 00:08:03,160 |
| the cross-sectional area that was fifty percent |
|
|
| 99 |
| 00:08:03,160 --> 00:08:08,550 |
| smaller ุงูุงู concentrated ุงูุด ู
ุนูุงุชูุ focusedุฃู |
|
|
| 100 |
| 00:08:08,550 --> 00:08:13,850 |
| ุชุฑูุฒุช focus ุชุฑูุฒุช ููู concentrated ุทูุน ุนูุฏ ุงูููู
ุงุช |
|
|
| 101 |
| 00:08:13,850 --> 00:08:17,070 |
| ุงููู ู
ุฑุช ุนูููุง fail, failure, stressed, |
|
|
| 102 |
| 00:08:17,610 --> 00:08:24,110 |
| concentrated ูู ุงููู ูุจููุง exerted ุงููู ูู ุงูุด |
|
|
| 103 |
| 00:08:24,110 --> 00:08:31,850 |
| applied ูุนูููุง loads ุงููู ูู ุณู
ููุง act onุชุชูุงุนู ูู |
|
|
| 104 |
| 00:08:31,850 --> 00:08:36,550 |
| ุนูุฏูุง carry ุฃู pair ููุณ ุงูุดูุก load bearing ุงููู ูู |
|
|
| 105 |
| 00:08:36,550 --> 00:08:41,310 |
| ุงูุฌุณู
ุงููู ุจุชุชุนุฑุถ ูููุงู ุนูุฏ ุงู magnitude ูุนูุฏ ุงู |
|
|
| 106 |
| 00:08:41,310 --> 00:08:47,950 |
| quantity ูุนูุฏ ุงู scalar quantity ุทูุจ ููู
ู ุงูู
ูุถูุน |
|
|
| 107 |
| 00:08:47,950 --> 00:08:50,890 |
| ุงููู ุนูุฏูุง why did the ticker cable stretch but |
|
|
| 108 |
| 00:08:50,890 --> 00:08:54,250 |
| not break when the objects are stretched they |
|
|
| 109 |
| 00:08:54,250 --> 00:09:00,050 |
| deform ุงู deformation ุฅูุด ู
ุนูุงุชูุงุุจุชุดูู ูู ู
ุฌุฑุฏ |
|
|
| 110 |
| 00:09:00,050 --> 00:09:05,270 |
| ุฃูู ูุทูู ููุชุดูู ูุฃูู ููุฑูุน ูู
ุงู ูู ุจุทูู ู ุจุฑูุน |
|
|
| 111 |
| 00:09:05,270 --> 00:09:09,670 |
| ุดููุฉ ูู
ูู ุฃุจุณุท ุญุงุฌุฉ ูู
ุง ูุฌู ูุทูุน ุนูููุง ูู ุฎุฏูุง |
|
|
| 112 |
| 00:09:09,670 --> 00:09:15,770 |
| ู
ุบูุทุฉ ุฎุฏุช ู
ุบูุทุฉ ู ุณุญุจุชููุง ุฅูุด ุจุชุณูู ู
ุนุงูุ ุชุชู
ุฏุฏ .. |
|
|
| 113 |
| 00:09:15,770 --> 00:09:19,870 |
| ุชุชู
ุฏุฏ ูุนูู ุฃู ุจุชู
ุทุจ ุชุณูู ู
ุนุงู ูู ุฑุงุฎุฏุชููุง ุจุชุฑุฌุน |
|
|
| 114 |
| 00:09:19,870 --> 00:09:24,200 |
| ูุฅูุดุูููุณ ุงูุญุฌู
ุ ูุฐู ูู ุญุงุฌุฉ ุจูุณู
ููุงุ ููุชููู
ุนููุง |
|
|
| 115 |
| 00:09:24,200 --> 00:09:34,340 |
| ูู
ุงู ุดููุฉุ ุจูุณู
ููุง ุงูู
ุฑููุฉ ุฃู ุงู elasticity ุงูุงู |
|
|
| 116 |
| 00:09:34,340 --> 00:09:38,580 |
| elasticity ูู ุงุชููู
ูุง ุนููุงุ ุงูุงู ูู
ุง ููุฌู ูุชููู
|
|
|
| 117 |
| 00:09:38,580 --> 00:09:45,140 |
| ุนูู ูู ุฃุฎุฏุช Layden ู ู
ุถุทูุชุ ุจุฑุฌุน ุงู factor ุชุจุนู |
|
|
| 118 |
| 00:09:45,140 --> 00:09:50,920 |
| ุจุฎุชูู ู
ู ุญุงุฌุฉ ููุชุงููุฉุทูุจ in test the cable |
|
|
| 119 |
| 00:09:50,920 --> 00:09:55,500 |
| extended it increased in length extension can be |
|
|
| 120 |
| 00:09:55,500 --> 00:09:58,900 |
| measured as a change in an object length compared |
|
|
| 121 |
| 00:09:58,900 --> 00:10:02,560 |
| to its original length ูุนูู ูุฐุง ุงู change ูู
ุง ูุตูุฑ |
|
|
| 122 |
| 00:10:02,560 --> 00:10:07,340 |
| ุนูุฏู .. ูุฐู ูุณุจุฉ .. ูุฏุงุดุฉ ุงูุชุบูุฑ ูู ุทููู ุจุงููุณุจุฉ |
|
|
| 123 |
| 00:10:07,340 --> 00:10:15,100 |
| ูุฅูุดุ ูุญุงุฌุฉ ุงูุฃุตููุฉ ูุฐุง ุงู .. ุงูุชุบูุฑ ุจูุณู
ููุง ุฅูุดุ |
|
|
| 124 |
| 00:10:15,100 --> 00:10:20,810 |
| strainุงูู strain ูู ุจุฌูุณ ุฅูุด ุงูุชุบูุฑ ูููุง ููู ุฃููุงุน |
|
|
| 125 |
| 00:10:20,810 --> 00:10:24,930 |
| ูู ูุชุทูุน ุฅูุงู according to a law called young's |
|
|
| 126 |
| 00:10:24,930 --> 00:10:30,190 |
| modulus of elasticity stress is proportional to |
|
|
| 127 |
| 00:10:30,190 --> 00:10:34,330 |
| strain ุงูุขู ุงู stress ุงุญูุง ุฅูุด ุจููุงุญุธ ูู ุนูุงูุฉ |
|
|
| 128 |
| 00:10:34,330 --> 00:10:38,290 |
| ุจููู ุจูู ู
ูู ุงู strain ุงููู ู
ูุฌูุฏ ุนูุฏู in other |
|
|
| 129 |
| 00:10:38,290 --> 00:10:41,630 |
| words a percentage increase in the stress will |
|
|
| 130 |
| 00:10:41,630 --> 00:10:44,770 |
| cause the same percentage increase in the strain |
|
|
| 131 |
| 00:10:44,770 --> 00:10:51,990 |
| ูุนููุงูุนูุงูุฉ ุทุฑุฏูุฉ ูู ู
ุง ุจุฒูุฏ ุงู stress ููุฒูุฏ ุนูุฏู |
|
|
| 132 |
| 00:10:51,990 --> 00:10:57,210 |
| ุงู strain ุงูู
ูุฌูุฏ however this is only true up to |
|
|
| 133 |
| 00:10:57,210 --> 00:11:01,250 |
| a point called limit of proportionality ุงูุขู ูุฐู |
|
|
| 134 |
| 00:11:01,250 --> 00:11:03,950 |
| ุงูุนูุงูุฉ ุงููู ุจูููู ุนููุง ุทุฑุฏูุฉ ุจูุณู
ููุง linear |
|
|
| 135 |
| 00:11:03,950 --> 00:11:08,770 |
| region linear ูุฅูุดุ ูุฅู ูู ู
ุง ุจุฒูุฏ ูุฐู ุจุฒูุฏ |
|
|
| 136 |
| 00:11:08,770 --> 00:11:12,640 |
| ุงูู
ูุฌูุฏุฉุจููุณ ุงูุดูุก ูุฐู ุงูู
ูุทูุฉ ุจูุณู
ููุง ุงู linear |
|
|
| 137 |
| 00:11:12,640 --> 00:11:17,720 |
| ุงูุขู ุจุฑุง ุงูู
ูุทูุฉ ูุฐู outside ุงู limit of |
|
|
| 138 |
| 00:11:17,720 --> 00:11:20,600 |
| proportionality ุฅูุด ุงููู ุจูุญุตู ุงูุนูุงูุฉ ุจุชุจุทู |
|
|
| 139 |
| 00:11:20,600 --> 00:11:23,820 |
| linear ุจูุตูุฑ non-linear ูุนูู ุงูุฒูุงุฏุฉ ูู ุงู stress |
|
|
| 140 |
| 00:11:23,820 --> 00:11:28,800 |
| ู
ุด ููุฑุงูููุง ููุณ ุงูุฒูุงุฏุฉ ูู ุงู straight ูุฐุง ูู
ุง |
|
|
| 141 |
| 00:11:28,800 --> 00:11:32,640 |
| ุชุญุตู ุจูุณู
ู ูุฐู ุงูู
ูุทูุฉ ุงู non-linear relationship |
|
|
| 142 |
| 00:11:32,640 --> 00:11:38,340 |
| ุฃู ุงู non-linear regionุฅุฐุง ูุงูุช ุงูู
ุงุฏุฉ ู
ุถุบูุทุฉ ุจุดูู |
|
|
| 143 |
| 00:11:38,340 --> 00:11:43,740 |
| ูุจูุฑุ ูุฅููุง ุณุชุตุจุญ ู
ุถุบูุทุฉ ุจุดูู ุฃุนุถุงุก ุฃุนุถุงุก. |
|
|
| 144 |
| 00:11:49,200 --> 00:11:53,480 |
| ุงููุณุจุฉ ุชุจุนุชู ุฃุนูู ู
ู ูุจู stress and strain were |
|
|
| 145 |
| 00:11:53,480 --> 00:11:58,120 |
| therefore become disproportionate ุงูุนูุงูุฉ ุงูุขู ู
ุด |
|
|
| 146 |
| 00:11:58,120 --> 00:12:02,520 |
| ุทุฑุฏูุฉ ุฒู ู
ุง ..ูุนูู ู
ุด ุจููุณ ุงููุณุจ ุงููู ูุงูุช ูุณุจูุฉ |
|
|
| 147 |
| 00:12:02,520 --> 00:12:08,120 |
| ุตุงุฑุช ุงูุนูุงูุฉ ..ููุด ุฅุดู ุจุญูู
ูุนูู ูู
ูู ุจุงููุบุฉ ุฎูููุง |
|
|
| 148 |
| 00:12:08,120 --> 00:12:12,640 |
| ..ุฎูููุง ุฃุนุทูููุง ุญุงุฌุฉ ูู ุญุฏ ููููุง ..ุงุฎุฏุชูุง |
|
|
| 149 |
| 00:12:12,640 --> 00:12:16,500 |
| ุจุงูุซุงูููุฉ ุงู diode ุงู diode |
|
|
| 150 |
| 00:12:19,510 --> 00:12:26,750 |
| ู
ุงุด ุงุณู
ู ุจุงูุนุฑุจูุ ุงุชูุงูุดุ ูุฃ ุงู .. ุงู diet ุงูุด |
|
|
| 151 |
| 00:12:26,750 --> 00:12:31,090 |
| ุจุชูุงุญุธูุ ุงู ุงู transistor ุงู ุงู ุงุดู ุงู transistor |
|
|
| 152 |
| 00:12:31,090 --> 00:12:35,570 |
| ุนูู ุณุจูู ุงูู
ุซุงู ู
ุงุฑ ุนูููู
ุงูุงู ูู ู
ุง ุจุฒูุฏ ุจุงูุชูุงุฑ |
|
|
| 153 |
| 00:12:35,570 --> 00:12:41,990 |
| ุชุจุน ุงู base ุชูุงุฑ ุชุจุน ุงู collector ุงูุด ุจุญุตู ูููุ ูุฃ |
|
|
| 154 |
| 00:12:41,990 --> 00:12:47,450 |
| ุจุฒูุฏ ุนูุฏู .. ุจุฒูุฏ ุงูุงู |
|
|
| 155 |
| 00:12:47,450 --> 00:12:54,070 |
| ุนูุฏู ุนูุงูุฉูู ุงูุชุฑุงูุฒูุณุชุฑ ุงููุง ูู curve ุนูุฏู ููุง ูู |
|
|
| 156 |
| 00:12:54,070 --> 00:13:02,830 |
| ุงู VB ุฃู CE ูููุง ุงู IC ูููุณ ุงู IC ุงููู ูู ุงูุชูุงุฑ |
|
|
| 157 |
| 00:13:02,830 --> 00:13:09,950 |
| ุชุจุน ู
ูู ุงู collector ุตุญ ุงูุง ุฌุงูุจูููุง ุญุงุฌุฉ ุงูููุฑุจุง |
|
|
| 158 |
| 00:13:09,950 --> 00:13:17,860 |
| ุฎูุงุต ุจูุงุด ูุฐูุจ ุนููุงุงูุขู ูู
ุง ููุฌู ูู ุฃุญูุงูุง ุจุงู .. |
|
|
| 159 |
| 00:13:17,860 --> 00:13:23,100 |
| ุจุงูุนูุงูุงุช ุงููู ุจุชุตูุฑ ูู ู
ุง ุจุฒูุฏ ุชุฎูููู ุฃููู ูู
ูู |
|
|
| 160 |
| 00:13:23,100 --> 00:13:31,680 |
| ุงุทูุน ุนูู ูู ุฌุจุช cable ู
ู ุงูููุน ุงู .. ุงู ุฎูููู ุฃููู |
|
|
| 161 |
| 00:13:31,680 --> 00:13:37,510 |
| ู
ุทุงุท ุญุงุฌุฉ ู
ุทุงุทุฉ ุจุชูุงูููุง ู
ู ุญุจู ู
ุทุงุทุทุจุน ุงููุทุ ุทุจุน |
|
|
| 162 |
| 00:13:37,510 --> 00:13:42,450 |
| ุบูุฑูุ ุงูุขู ู
ู
ูู ุฃุญู
ู ููู ูุฒู ู
ุนููุ ุญูุงุญุธ ุฅูุด ุจู
ุท |
|
|
| 163 |
| 00:13:42,450 --> 00:13:45,850 |
| ู
ุนู ุจุฏุฑุฌุฉ ู
ุนููุฉุ ุทุจ ูู ุถููุชูู ุฃุฒูุฏ ูู ุงูุฃูุฒุงู |
|
|
| 164 |
| 00:13:45,850 --> 00:13:51,470 |
| ุจูุงุญุธ ุฅูุด .. ุงูุขู ูู ุญุทูุช ูุฒู ุฏูููุ ุฅูุด ุจูุงุญุธุ ุงู |
|
|
| 165 |
| 00:13:51,470 --> 00:13:56,700 |
| .. ุจู
ุท ู
ุทุฉ ูุจูุฑุฉู
ุธุจูุท ุงูุชุดูู ุงู ุจุณ ุงูู ูุงูุช ูุณุจูุฉ |
|
|
| 166 |
| 00:13:56,700 --> 00:14:02,440 |
| ูุญุฏ ุฏู ุญุฏ ู
ุนูู ุจุนุฏ ูุฐุง ุงูุญุฏ ุงูุด ุจูุตูุฑ ูุด ูุณุจุฉ |
|
|
| 167 |
| 00:14:02,440 --> 00:14:06,380 |
| ู
ุนูููุฉ ููุฐุง ุงููู ุจูุชููู
ุนูู ููุง ุงููุณุจุฉ ุจุทูุช |
|
|
| 168 |
| 00:14:06,380 --> 00:14:12,060 |
| ู
ุชุดุงุจูุฉ ุงูุงู ูู ุนูุฏ ุงู type of loads ู ุงู |
|
|
| 169 |
| 00:14:12,060 --> 00:14:17,130 |
| description ุชุจุนูู
ุงูุด ูู ุงู dead loadููู ุนูุฏู ุงู |
|
|
| 170 |
| 00:14:17,130 --> 00:14:20,190 |
| life load ูุฏู ูู ุงู appendix ุงูุด ุงู dead loadุ |
|
|
| 171 |
| 00:14:20,190 --> 00:14:24,090 |
| ุงููู ุฃูุง ุทุงูุน ุนูุฏู ู
ุจูู ูุฏู ุงูู
ุจูู ูุฏู ูู ู
ุงููุด ูู |
|
|
| 172 |
| 00:14:24,090 --> 00:14:32,310 |
| ุญุฏู ููู ุถุบุท ููุฅูุด ููุณูู ูู ุถุบุท ุงูุญูุทุงู ูู ูุฐุง ููู |
|
|
| 173 |
| 00:14:32,310 --> 00:14:37,830 |
| ุถุบุท ูุฐุง ุงูุถุบุท ุจุชุบูุฑ ู
ุน ุงูุฒู
ูุงู .. ุงูุฃูุฒุงู ูุฐู |
|
|
| 174 |
| 00:14:37,830 --> 00:14:42,070 |
| ุจุชุชุบูุฑุด ู
ุน ุงูุฒู
ูุ ุจุณ ุงูุขู ุงูุนุฏุฏ ุชุจุนูู
ูู ูุฐุง |
|
|
| 175 |
| 00:14:42,070 --> 00:14:46,470 |
| ุงููุงุนุฉ ุฅูุด ุจูุตูุฑ ูููุ ุจุชุบูุฑ ู
ุน ุงูููุชุ ูู ู
ุญุงุถุฑุฉ |
|
|
| 176 |
| 00:14:46,470 --> 00:14:50,770 |
| ุบูุฑ ุนูู ุงูุชุงููุฉุ ุงู .. ุงููุฒู ุชุจุนูู
ุจูุณู
ูู life |
|
|
| 177 |
| 00:14:50,770 --> 00:14:55,570 |
| load ููู
ุชูุง ุฅูุด ุงู life loadุ ุจุชุบูุฑ ู
ุน ุงูููุชุ ูุฐู |
|
|
| 178 |
| 00:14:55,570 --> 00:14:58,650 |
| dead loadุ ุงู dead load ุฅูุด ุจูุญุตู ูููุงุ |
|
|
| 179 |
| 00:15:04,430 --> 00:15:07,990 |
| ุงููุฒู ูุฐุง a load whose magnitude can be different |
|
|
| 180 |
| 00:15:07,990 --> 00:15:11,850 |
| at different time usually imposed on put on or |
|
|
| 181 |
| 00:15:11,850 --> 00:15:16,170 |
| machine ุงููู ุนูุฏูุง static loads ุงูุด ูุฐุง ุนูุฏู ููู |
|
|
| 182 |
| 00:15:16,170 --> 00:15:21,350 |
| loads they stay ูุนูู the same remain still still |
|
|
| 183 |
| 00:15:21,350 --> 00:15:28,980 |
| ุงูุด ุชุงุจุชุฉ ุงู loads ุงููู ุจุชุถู ุชุงุจุชุฉ ุงู ุณุงููุฉุฏู |
|
|
| 184 |
| 00:15:28,980 --> 00:15:32,200 |
| ุจูุชุทูุน ุนูููุง ุฒู ุฅูุด ุงููู .. ุงููู .. ุงููู ุนูุฏูุง |
|
|
| 185 |
| 00:15:32,200 --> 00:15:38,780 |
| ุงุชุทูุน ุนูุฏู ูู ุนูุฏู ุงู .. ุงูู
ุจููุ ุงูู
ุจูู ุงูุชุฃุซูุฑ |
|
|
| 186 |
| 00:15:38,780 --> 00:15:45,900 |
| ุงููู ุนูููุ ุฅูุด ุจูุญุตูุ ุฎูููุ ุชุฃุซูุฑ ุงูููุฉ ุงูู
ูุฌูุฉ |
|
|
| 187 |
| 00:15:45,900 --> 00:15:52,590 |
| ุนูููุจุชุชุบูุฑ ู
ุซูุง ููุฌู ูุทูุน ุนูู ุงูุฃุญู
ุงู ุงููู ู
ูุฌูุฏุฉ |
|
|
| 188 |
| 00:15:52,590 --> 00:15:57,030 |
| ุนูุฏู ููุง ุจุชุชุบูุฑุด ุนููู ูุง ุฃุจูุถ ููุง ุฃุณูุฏ ููุง ุญุงุฌุฉ |
|
|
| 189 |
| 00:15:57,030 --> 00:16:03,630 |
| ุงูุขู ุงูู
ุจูู ููุณู ูู ูู ุนูุฏู ุงูุฑูุญ ุงูุฑูุญ ูู ุฅูุด ููุฉ |
|
|
| 190 |
| 00:16:03,630 --> 00:16:11,020 |
| ุงูุฑูุญ ูู dynamic ููุง staticุdynamic ุชุชุบูุฑ ูุฃูู ุญุณุจ |
|
|
| 191 |
| 00:16:11,020 --> 00:16:15,520 |
| ุงูุงุชุฌุงู ุญุณุจ ุงูููุฉ ุชุจุนุชูุง ููุฐู dynamic load |
|
|
| 192 |
| 00:16:15,520 --> 00:16:20,460 |
| ุจูุนุชุจุฑูุง ููุฐู static |
|
|
| 193 |
| 00:16:20,460 --> 00:16:23,940 |
| load ุงููู ูู ุงููู ุนูุฏู ูู ุนูุฏู ุญุงุฌุชูู ูู ุนูุฏู |
|
|
| 194 |
| 00:16:23,940 --> 00:16:28,180 |
| point load ู ูู ุนูุฏู uniformly distributed load ุงู |
|
|
| 195 |
| 00:16:28,180 --> 00:16:33,560 |
| point load ูู
ุง ุงูุง ุงุนู
ู ุงูุชุฃุซูุฑ ูู ููุทุฉ ู
ุญุฏุฏุฉูุนูู |
|
|
| 196 |
| 00:16:33,560 --> 00:16:36,960 |
| ุจุงุฌู ูููุทุฉ ู ุจุนู
ู ุงูุชุฃุซูุฑ ุชุจุนูุง ูุงุช ุงูุด ุจุณู
ููุง |
|
|
| 197 |
| 00:16:36,960 --> 00:16:40,900 |
| load which is concentrated that is which act on a |
|
|
| 198 |
| 00:16:40,900 --> 00:16:44,700 |
| smaller area ุจุงุฌู ุน ู
ูุทูุฉ ู
ุนููุฉ ู ุจุณูููุง ุงู |
|
|
| 199 |
| 00:16:44,700 --> 00:16:48,480 |
| distributed weight ุงูุด ูู ุงููู ุจุชุจูู ู
ูุฒุนุฉ ุนูู |
|
|
| 200 |
| 00:16:48,480 --> 00:16:53,980 |
| ุงูู
ุณุงุญุฉ ูููุง ููุงุช ุจุณู
ููุง ุงูุด distribute weight |
|
|
| 201 |
| 00:16:53,980 --> 00:17:01,170 |
| ูุนูู ูู ุงูุง ุฌูุช ุทุฑูุช ููุงูุง ูุงูุงูู force ุงููู ุนูุฏู |
|
|
| 202 |
| 00:17:01,170 --> 00:17:05,350 |
| ูููุฌุงุช ุนูู ุงูู
ูุทููุงุช ุจุณ ูู ุฃูุง ุฌุจุช ูุฐู ููุฒุนุช ุญุทูุช |
|
|
| 203 |
| 00:17:05,350 --> 00:17:10,070 |
| ุฎุดุจุฉ ูุจูุฑุฉ ุตุฑุช ุงุถุบุท ุนูููุง ููู ุงูุด ุจูุตูุฑ ุงููุง |
|
|
| 204 |
| 00:17:10,070 --> 00:17:13,670 |
| distributed uniformly distributed weight a load |
|
|
| 205 |
| 00:17:13,670 --> 00:17:17,250 |
| which is spread evenly ูุฐู ููุด ููุณู
ููุง ููุณุชุฎุฏู
ูุง |
|
|
| 206 |
| 00:17:17,250 --> 00:17:22,450 |
| ุจุงูุชู
ุฑูู ุงูุชุงูููุงูุง .. ุงููุฉ ูุงูุง ุจุงุฌู ุจุนุฑู ูููุง |
|
|
| 207 |
| 00:17:22,450 --> 00:17:26,750 |
| ุฅูุด ูู ุนุดุงู ุชุนุฑูููุง ูููุง ุฃูุง ู
ูุฌูุฏ ุนูู ุตูุญุฉ video |
|
|
| 208 |
| 00:17:26,750 --> 00:17:30,810 |
| ุจุชููู
ุนูู ุงู loads ุฃููุงุนูุง ู ุจูุฑุฌูููุง ู ุจุนุทูููุง |
|
|
| 209 |
| 00:17:30,810 --> 00:17:35,610 |
| examples ู ุจุชููู
ูู ุนูุฏู ุนูู ุงู stress ู ุงู strain |
|
|
| 210 |
| 00:17:35,610 --> 00:17:41,770 |
| ู
ูุฌูุฏ ุนูู ุตูุญุฉ ุงู video ูุชูุฑุฌูุง ุนููู ู
ูุฌูุฏ |
|
|
| 211 |
| 00:17:41,770 --> 00:17:43,010 |
| ู
ุทูุจุงุช ุงูููู
ุงุช |
|
|
| 212 |
| 00:17:45,790 --> 00:17:49,410 |
| ุงูุญูู ูุชุดููู .. ู
ุด ูู ุงูุชู
ุฑูู ุงุชุณูู ุนูููุง ูุชุดููู |
|
|
| 213 |
| 00:17:49,410 --> 00:17:53,470 |
| ููู ูุชูุงูู ุฅูุชูุฌูุง replace the underlying words |
|
|
| 214 |
| 00:17:53,470 --> 00:17:56,110 |
| and expressions with alternative words and |
|
|
| 215 |
| 00:17:56,110 --> 00:18:01,810 |
| expressions from a and appendix ุงููู ุนูุฏ page 106 |
|
|
| 216 |
| 00:18:01,810 --> 00:18:06,280 |
| ุงููู ูู ุฅูุด ูุฐู ุงููู ุดูุชููู ูุจู ุดููุฉุจูุณุชุฎุฏู
|
|
|
| 217 |
| 00:18:06,280 --> 00:18:10,200 |
| ุงูููู
ุงุช ุทูุน ุนูุฏูุง if you look at objects around |
|
|
| 218 |
| 00:18:10,200 --> 00:18:12,720 |
| you it's difficult to find something that could |
|
|
| 219 |
| 00:18:12,720 --> 00:18:17,020 |
| not be smashed with a hammer ูู ุทูุนุช ุญูุงูููู ู
ุด |
|
|
| 220 |
| 00:18:17,020 --> 00:18:22,400 |
| ูุชูุงูู ุญุงุฌุฉ ุจุชูุฏุฑูุด ุชูุณุฑููุง ุจุงูุดููุด ุตุญุ ูู ุญุงุฌุฉ |
|
|
| 221 |
| 00:18:22,400 --> 00:18:28,140 |
| ุจุชุชูุณุฑ ุจุงูุดููุด ุงุณุฃู ุฃุฎูุงุชู ุงูุตุบุงุฑ ุจููููููู ู
ุงููุด |
|
|
| 222 |
| 00:18:28,140 --> 00:18:34,320 |
| ุดู ู
ุชูุณุฑุด ุนูุฏูู
ุทูุจ but if you lay the hammer down |
|
|
| 223 |
| 00:18:34,320 --> 00:18:37,960 |
| carefully on any of these objects ุฏู ุฅูุด force |
|
|
| 224 |
| 00:18:37,960 --> 00:18:45,200 |
| with ุฅูุด ูุฐุงุ ูู ุฃูุง ูุฒูุช ุงูุดููุด ุดููุฉ ุดููุฉ ุฅูุด |
|
|
| 225 |
| 00:18:45,200 --> 00:18:47,920 |
| ุจุฏูุง ุงู forceุ ุฅูุด ุงุญูุง ููููุง ุงู force ุนุจุงุฑุฉ ุนู |
|
|
| 226 |
| 00:18:47,920 --> 00:18:54,720 |
| ุฅูุด ุณู
ูุงูุงุ load load ู
ุธุจูุท which is put on them |
|
|
| 227 |
| 00:18:54,720 --> 00:19:00,930 |
| ุฅูุด ุจูููู put onุexerted ุฃู imposed on ุงู impose |
|
|
| 228 |
| 00:19:00,930 --> 00:19:06,690 |
| ูุนูู ุงูุง ุนู
ูุชูุง ุนูููู
ุงู exerted ุงูุง ูุฑุฏุชูุง ุนูููู
|
|
|
| 229 |
| 00:19:06,690 --> 00:19:10,170 |
| would not be sufficient to cause even the |
|
|
| 230 |
| 00:19:10,170 --> 00:19:13,130 |
| slightest damage this comparison illustrate the |
|
|
| 231 |
| 00:19:13,130 --> 00:19:17,030 |
| difference between them ุทูุน ุนูุฏู ุงูุขู ุงูุชุนุจูุฑุงุช |
|
|
| 232 |
| 00:19:17,030 --> 00:19:22,190 |
| ุงููู ูุจู ุดููุฉ ุญูููุงูู
ู
ุงุฐุง ูุณู
ู moving force which |
|
|
| 233 |
| 00:19:22,190 --> 00:19:24,970 |
| combine mass and momentุ ู
ุงุฐุง ูุณู
ู ุงูุฌุณู
ู
ููุง ุงู |
|
|
| 234 |
| 00:19:24,970 --> 00:19:27,770 |
| moving forceุ ุงู moving force ูู ุนุจุงุฑุฉ ุนู ุงู |
|
|
| 235 |
| 00:19:27,770 --> 00:19:33,710 |
| dynamic force ูุฃู ูู ุจุชุชุญุฑู apply a shock ุงูุด |
|
|
| 236 |
| 00:19:33,710 --> 00:19:40,910 |
| ุงูุดูุ ุงู impulse ู
ุธุจูุท ุงูุง ูู
ุง ูุนู
ู impulse ุนุจุงุฑุฉ |
|
|
| 237 |
| 00:19:40,910 --> 00:19:45,310 |
| ุนู ุงูุด ูุฐูุ shock ุงูุงุณู
ุงูุดุ impulse |
|
|
| 238 |
| 00:19:48,420 --> 00:19:53,760 |
| ุฃุญูุง ุจูุบุฉ ุงูููุฑุจุง ู
ูุฌูุฏุฉ ูุฐู ุงูุงู
ุจููุฒ ุงููู ูู ุงูุง |
|
|
| 239 |
| 00:19:53,760 --> 00:19:59,900 |
| ูู ุงู system ุนูุฏู ุงุนุทููุง ุงูุด ูุนูู ุงุดุงุฑูุงู ุงู |
|
|
| 240 |
| 00:19:59,900 --> 00:20:06,480 |
| magnitude ุชุจุนูุง ุจูุณู
ููุง ุจุณ at time zero ู
ุซูุงูุนูู |
|
|
| 241 |
| 00:20:06,480 --> 00:20:11,620 |
| ูู .. ูุฐู ุจุณ ููุฉ ุชุนุทููุง ูู ูุญุธุฉ ู
ุนููุฉุ ูุฐู ุจูุณู
ููุง |
|
|
| 242 |
| 00:20:11,620 --> 00:20:15,420 |
| ุงูุดุงูุ ุงูุญูู ูู
ุง ุญุฏ ูุฎุจุทู ูููุงุ ูุฐุง ุดุงู ู ุฃูุช |
|
|
| 243 |
| 00:20:15,420 --> 00:20:20,240 |
| ุณุงูุฑุ ุจูุฌูุจ ูุฎุจุทู ุนูู ุทูู ู ูุง ุจุณ ูููุง ู ุจุณุ ูุนูู |
|
|
| 244 |
| 00:20:20,240 --> 00:20:25,380 |
| ุฒู ูุฎุฒุฉ ู ุจุนุฏูู ู
ูููุ ูุฐู ุจูุณู
ููุง ุงูุดุงูุ ูุฃ ูู |
|
|
| 245 |
| 00:20:25,380 --> 00:20:31,810 |
| ุจุทูุช ุดุงู ูุฐู ุงูุฏุฑุจ ุนูู ุทููุงูุดู ุงูู ุงููุญุธุฉ ุชุจุนุชูุง |
|
|
| 246 |
| 00:20:31,810 --> 00:20:37,850 |
| ุชุจูู ุตุบูุฑุฉ ุฌุฏุง ูุฐู ุจูุณู
ููุง ุงูุดู ููุฐู ุงู moving |
|
|
| 247 |
| 00:20:37,850 --> 00:20:43,490 |
| force ูุฐู ุณู
ููุง dynamic load ููุฐู ุณู
ููุง ุงู
ุจูุฑุฒ |
|
|
| 248 |
| 00:20:43,490 --> 00:20:49,750 |
| ุงูุงู still force ุงูุด ุณู
ููุง static load which |
|
|
| 249 |
| 00:20:49,750 --> 00:20:53,070 |
| consists only of an object own mass ุงูุด ุงู own |
|
|
| 250 |
| 00:20:53,070 --> 00:20:59,530 |
| mass ุณู
ููุง ุงู self weightself weight ุงู on mass |
|
|
| 251 |
| 00:20:59,530 --> 00:21:04,250 |
| ูุนูู ูู
ุง ูุชููู
ุนููุง between the two situation ุงูุด |
|
|
| 252 |
| 00:21:04,250 --> 00:21:07,990 |
| the size of the load ุงูุด ุณู
ููุง ุงู magnitude ุงููู |
|
|
| 253 |
| 00:21:07,990 --> 00:21:13,070 |
| ูู ุญุฌู
ุงููู ูุง load placed on the service is |
|
|
| 254 |
| 00:21:13,070 --> 00:21:18,370 |
| dramatically different ุงูุด placed on exerted ุงู |
|
|
| 255 |
| 00:21:18,370 --> 00:21:23,170 |
| imposed on ูู |
|
|
| 256 |
| 00:21:23,170 --> 00:21:30,430 |
| ููุณ ุงู put onุฃู applied on ุฃู applied to ููุณ |
|
|
| 257 |
| 00:21:30,430 --> 00:21:34,790 |
| ุงูููุงู
ูุฐุง ุจุณ ุงุญูุง ุจุชููู the above comparison |
|
|
| 258 |
| 00:21:34,790 --> 00:21:38,350 |
| illustrated another difference in the way services |
|
|
| 259 |
| 00:21:38,350 --> 00:21:43,330 |
| are pressured ุงูุด ูุนูู pressuredุ ุงูุด ุณู
ูุงูุง ููุงุ |
|
|
| 260 |
| 00:21:44,810 --> 00:21:49,510 |
| loaded when a hammer is laid horizontally on the |
|
|
| 261 |
| 00:21:49,510 --> 00:21:54,450 |
| surface its weight is spread over relatively large |
|
|
| 262 |
| 00:21:54,450 --> 00:21:59,490 |
| area ูู ุงูุช ุญุทูุชู ุญุงุฌุฉ ุนูู ุณุทุญ horizontal ุงูุด |
|
|
| 263 |
| 00:21:59,490 --> 00:22:05,830 |
| ูุชูุงุญุธู ุงูู ุงูู
ุณุงุญุฉ ุชุจุนุชู ุงู ุงููุฒู ุชุจุนู ููุฑูุญ ุนูู |
|
|
| 264 |
| 00:22:05,830 --> 00:22:11,330 |
| ุงูู
ุณุงุญุฉ ูููุง it is therefore applied spread out |
|
|
| 265 |
| 00:22:11,330 --> 00:22:18,070 |
| force ุงูุด ุณู
ููุง ุงุฎุฑ ููู
ุฉuniformly distributed load |
|
|
| 266 |
| 00:22:18,070 --> 00:22:22,670 |
| ุงู uniformly distributed load ุฅูุด ู
ุนูุงุชูุ ุฃูุง ูุฒุนุช |
|
|
| 267 |
| 00:22:22,670 --> 00:22:28,650 |
| ุงูุญู
ู ุนูู ุงูู
ุณุงูุฉ ุจุดูู ู
ุชุณุงููุ uniform ู
ุนูุงุชู ุฅูุดุ |
|
|
| 268 |
| 00:22:28,650 --> 00:22:29,890 |
| ู
ูุชุถู
|
|
|
| 269 |
| 00:22:32,740 --> 00:22:36,940 |
| by contrast ูุนูู ุนูู ุงููููุถ when a hammer hits |
|
|
| 270 |
| 00:22:36,940 --> 00:22:40,300 |
| something only the edge of the hammer head comes |
|
|
| 271 |
| 00:22:40,300 --> 00:22:44,000 |
| into contact with the surface ูู
ุง ุญุทูุช ูุฐู ุฒู ููู |
|
|
| 272 |
| 00:22:44,000 --> 00:22:47,820 |
| ุฎูููู ุฃููู ูุฐู ุดููุด ุงููุฒู ุชุจุนู ุชูุฒุน ุนูู ููู ูู
ุง |
|
|
| 273 |
| 00:22:47,820 --> 00:22:52,360 |
| ุฃุฌู ุฃุถุฑุจ ุงูุด ุจุณุงูู ุฃูุง ุจุฑูุฒ ุนูู ุงูู
ูุทูุฉ ุงูู
ูุฌูุฏุฉ |
|
|
| 274 |
| 00:22:52,360 --> 00:22:56,400 |
| ุนูุฏูุง in contact with the surface the force |
|
|
| 275 |
| 00:22:56,400 --> 00:23:01,750 |
| therefore is focused ุงูุด ููููุง ุนููุง concentratedin |
|
|
| 276 |
| 00:23:01,750 --> 00:23:05,630 |
| a small area applying ุฅูุดุ localized pressure |
|
|
| 277 |
| 00:23:05,630 --> 00:23:10,110 |
| point load ุฅูุด ููููุง ุงู point loadุ ุงููู ูู ุจุชูุฌู |
|
|
| 278 |
| 00:23:10,110 --> 00:23:16,650 |
| ูู ููุทุฉ ู
ุนููุฉ ุงู uniformly spread load ุฅูุดุ ู
ุชูุฒุน |
|
|
| 279 |
| 00:23:16,650 --> 00:23:20,230 |
| ูุฏููุฉ ููู
ุชูู ุฅูุด ุงููู ุงูุญูู ุจุฏู ุชููุฑ ูููุงุ ุงูููู
ุงุช |
|
|
| 280 |
| 00:23:20,230 --> 00:23:24,330 |
| ุงู dynamic ุฅูุด ุญูููุง ุนููุ dynamic load moving |
|
|
| 281 |
| 00:23:24,330 --> 00:23:31,100 |
| stillุงููู ูู static loadุ ุงูุขู ุงุชููู
ูุง ุนูู ุงูุดุบู |
|
|
| 282 |
| 00:23:31,100 --> 00:23:34,820 |
| ุงูุชุงูู point loadุ ุงููู ูู ุงูุชุฑููุฒ ุจูุฌู ูู ููุทุฉ |
|
|
| 283 |
| 00:23:34,820 --> 00:23:38,580 |
| ูุงุญุฏุฉ uniformlyุ distributed load ุงููู ูู overุ |
|
|
| 284 |
| 00:23:38,580 --> 00:23:42,460 |
| ุจุชูุฒุน ุนูู ุงููู ู
ูุฌูุฏ ุนูุฏูุงุ ูุฏููุฉ ุจุดูู ุนุงู
|
|
|
| 285 |
| 00:23:42,460 --> 00:23:48,370 |
| ุงูู
ูุฑุถุงุช ุงููู ุงุญูุง ูุชููู
ุนููุงุงูุงู ุงุชุทูุน ุนูุฏู |
|
|
| 286 |
| 00:23:48,370 --> 00:23:52,490 |
| ุงูุชู
ุฑูู ุงูุชุงูู complete the technical checklist |
|
|
| 287 |
| 00:23:52,490 --> 00:23:59,510 |
| based on ุงู a ุงูุงู ู
ูุฒุนุชูู
ุงูุด ูู ุงููุชุงุจ ุญุทูู ุงู a |
|
|
| 288 |
| 00:23:59,510 --> 00:24:04,650 |
| ู ุงู b ู ูู ุงูุตูุญู ุงูุชุงูู ุญุทูู ุงูุด ุงูุงุณุฆูุฉ ุงููู |
|
|
| 289 |
| 00:24:04,650 --> 00:24:08,510 |
| ุนูููุง ูุงูุง ุจููุฏุฑุด ูุถู ูุฑูุญ ู ููุฌู ุญุทูุชูู
ุงูุด ูู |
|
|
| 290 |
| 00:24:08,510 --> 00:24:12,190 |
| ูุงุญุฏุฉ ูุฑุงูุง ุงูุณุคุงู ุงููู ุนูุฏู which components need |
|
|
| 291 |
| 00:24:12,190 --> 00:24:16,190 |
| to carry load determine what which components are |
|
|
| 292 |
| 00:24:16,820 --> 00:24:23,440 |
| ุฅูุด ุณู
ููุง ูุฐูุ bearing .. bearing ุฅูุดุ load ุงููู |
|
|
| 293 |
| 00:24:23,440 --> 00:24:27,360 |
| ุณู
ููุงููุง which components need to carry load |
|
|
| 294 |
| 00:24:27,360 --> 00:24:31,740 |
| ุณู
ูุงูุง ุงูู bearing load ูุฐุง ุงูุงู ุทูุน ุนูุฏู what |
|
|
| 295 |
| 00:24:31,740 --> 00:24:35,560 |
| type of load will be carried out carried by each |
|
|
| 296 |
| 00:24:35,560 --> 00:24:39,840 |
| part with which load will remain constant and |
|
|
| 297 |
| 00:24:39,840 --> 00:24:42,980 |
| which will differ depending on the use of |
|
|
| 298 |
| 00:24:42,980 --> 00:24:46,500 |
| circumstances ุทูุน ููุง analyzing the type of the |
|
|
| 299 |
| 00:24:46,500 --> 00:24:54,480 |
| load that will ุงูุด ุงูุด ูููุงact on exerted on ุฃู |
|
|
| 300 |
| 00:24:54,480 --> 00:24:59,380 |
| impose on on each part ุฃุณุณ ุฅูุด ุงููู ุนูุฏู ุฃููุงุน ุงู |
|
|
| 301 |
| 00:24:59,380 --> 00:25:07,140 |
| load ููููุง ูู ููุนูู ููููุง ุนููู
ูู ุนูุฏู ุงู dead |
|
|
| 302 |
| 00:25:07,140 --> 00:25:12,170 |
| load ู ุงู life load ู
ุธุจูุท ุงู dead ุฅูุด ููููุงุุงููู |
|
|
| 303 |
| 00:25:12,170 --> 00:25:16,670 |
| ูู ุงู structure ุงูู
ุชุบูุฑ ุงู life ุงููู ูู ุงูุช |
|
|
| 304 |
| 00:25:16,670 --> 00:25:23,690 |
| ุจุชุชุบูุฑู ุญุณุจ ุงูููุช ูุฐู ูุชุงุจุฉ ู
ุน ุงูููุช ูุฐู ู
ุชุบูุฑุฉ ู
ุน |
|
|
| 305 |
| 00:25:23,690 --> 00:25:27,730 |
| ุงูููุช what amount of load will be exerted in |
|
|
| 306 |
| 00:25:27,730 --> 00:25:33,590 |
| newtons calculate ุงูุด the magnitude of the load as |
|
|
| 307 |
| 00:25:35,150 --> 00:25:39,330 |
| Scalar quantity ุงูู
ุฌู
ูุนุงุช ุงูุชู ูุฏููุง ุงูู
ุฌู
ูุนุงุช ูู |
|
|
| 308 |
| 00:25:39,330 --> 00:25:44,270 |
| ุนุจุงุฑุฉ ุนู scalar quantity ูู
ุง ูุชููู
ุนู ุงู vector ูู |
|
|
| 309 |
| 00:25:44,270 --> 00:25:50,110 |
| ุนูุฏู scalar quantity ุฒุงุฆุฏ direction ุงููู ุนูุฏูุง in |
|
|
| 310 |
| 00:25:50,110 --> 00:25:55,350 |
| what direction will the load act evaluate the load |
|
|
| 311 |
| 00:25:55,350 --> 00:26:01,640 |
| as ูุณู ุญูููุงูุง ูุจู ุดููู vector quantitiesFor the |
|
|
| 312 |
| 00:26:01,640 --> 00:26:06,960 |
| materials used, how concentrated can the maximum |
|
|
| 313 |
| 00:26:06,960 --> 00:26:10,060 |
| load be without putting the components under too |
|
|
| 314 |
| 00:26:10,060 --> 00:26:13,960 |
| much pressure? Determine the maximum level of |
|
|
| 315 |
| 00:26:13,960 --> 00:26:19,080 |
| stress that can be carried by materials without |
|
|
| 316 |
| 00:26:19,080 --> 00:26:23,130 |
| causing them to be overloadedover stress ูุฐุง |
|
|
| 317 |
| 00:26:23,130 --> 00:26:27,370 |
| stress ููููุง ุงููู ูู ุงู force per unit area ู over |
|
|
| 318 |
| 00:26:27,370 --> 00:26:32,510 |
| stress ุงูู ูุตูุฑ ุนูุฏูุง ุชูุตู ู break down ุงู ุชูุตู ู |
|
|
| 319 |
| 00:26:32,510 --> 00:26:37,610 |
| deformation how much deformation can be expected |
|
|
| 320 |
| 00:26:37,610 --> 00:26:41,390 |
| calculate the percentage of strain ููููุง ุงู |
|
|
| 321 |
| 00:26:41,390 --> 00:26:47,760 |
| deformation ุงูุชุบูุฑ ุจูุณู
ูู ุฃูุด ุงู strainif |
|
|
| 322 |
| 00:26:47,760 --> 00:26:50,940 |
| something breaks will the assembly collapse |
|
|
| 323 |
| 00:26:50,940 --> 00:26:58,440 |
| dangerously or in a controlled relatively safe way |
|
|
| 324 |
| 00:26:58,440 --> 00:27:03,140 |
| assist the consequence if a component collapse |
|
|
| 325 |
| 00:27:03,140 --> 00:27:08,640 |
| fail fail determining the potential dangers of the |
|
|
| 326 |
| 00:27:08,640 --> 00:27:09,820 |
| failure |
|
|
|
|