| 1 |
| 00:00:20,650 --> 00:00:27,010 |
| ุงูุณูุงู
ุนูููู
ุงูููู
ุณูู ูุชุญุฏุซ ุนู ู
ููุงูููุง ุฃุณุทูุฑูุฉ |
|
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| 2 |
| 00:00:27,010 --> 00:00:42,550 |
| ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 |
|
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| 3 |
| 00:00:42,550 --> 00:00:42,630 |
| ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 |
|
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| 4 |
| 00:00:42,630 --> 00:00:42,710 |
| ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 |
|
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| 5 |
| 00:00:42,710 --> 00:00:43,250 |
| ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 32 ุญุฏุซ 33 ุญุฏุซ 33 |
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| 6 |
| 00:00:43,250 --> 00:00:48,850 |
| ุญุฏุซ 35 ุญุฏุซ 35 |
|
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| 7 |
| 00:00:49,540 --> 00:00:59,000 |
| ู
ุด ุดููู ุงูู ุงูููุงู
ุงูู
ูุถู ุฃู ูุฏ ูููู ู
ูุถู ุฃู |
|
|
| 8 |
| 00:00:59,000 --> 00:00:59,400 |
| ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู |
|
|
| 9 |
| 00:00:59,400 --> 00:00:59,980 |
| ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู |
|
|
| 10 |
| 00:00:59,980 --> 00:01:00,440 |
| ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู |
|
|
| 11 |
| 00:01:00,440 --> 00:01:01,420 |
| ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู |
|
|
| 12 |
| 00:01:01,420 --> 00:01:04,920 |
| ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู ู
ูุถู ุฃู |
|
|
| 13 |
| 00:01:04,920 --> 00:01:12,400 |
| ู
ูุถู ุฃู ู
ูุถู |
|
|
| 14 |
| 00:01:12,400 --> 00:01:16,740 |
| ุฃู ู
ูุถู |
|
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| 15 |
| 00:01:17,890 --> 00:01:23,750 |
| frames and trusses ุงูู frame ุงููู ูู ุงูุด ุงูู ูููู ู |
|
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| 16 |
| 00:01:23,750 --> 00:01:26,850 |
| ุงูู truss ุงููู ุนุงุฑูููู ุงููู ุงุญูุง ุจูุณู
ูู ุจุงูุนุงู
ูุฉ ุงูู |
|
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| 17 |
| 00:01:26,850 --> 00:01:31,990 |
| truss ุงูุด ุงูู truss ุงูุญูู ูู
ุง ุงูุช ู
ุดู ุงูุช ูู ู
ู
ุฑ |
|
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| 18 |
| 00:01:31,990 --> 00:01:39,070 |
| ุงูุด ุจุชูุงูู ุฃู ุจูููู ุงูุด ุงููู ูุง ุจูุณู
ูู truss ุงูุขู |
|
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| 19 |
| 00:01:39,070 --> 00:01:46,000 |
| ุณูู ุงููุฑู
ูุฏ ุงููู ูู ุญุงุฌุฉ ุจูุณู
ููุง ุฏู ุงูู truss ุงููู |
|
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| 20 |
| 00:01:46,000 --> 00:01:50,140 |
| ูู ุงูุญู
ุงูุฉุ ููุชููู
ุนูู .. ูุดูุฉ ูุง ุงูุช .. ูุฃ ูุฃ ู
ุด |
|
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| 21 |
| 00:01:50,140 --> 00:01:56,500 |
| ุงููุดูุฉ .. ูู ุฏู .. ููุชููู
ุนููุงุ ูุงุชุฌูุฌููุด .. ุงูุขู |
|
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| 22 |
| 00:01:56,500 --> 00:01:57,940 |
| ูู
ุง ูุชููู
ุนูู .. |
|
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| 23 |
| 00:02:02,380 --> 00:02:06,860 |
| Statically determinate structure when a structure |
|
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| 24 |
| 00:02:06,860 --> 00:02:11,960 |
| member that is part of the structure is loaded in |
|
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| 25 |
| 00:02:11,960 --> 00:02:15,760 |
| a certain direction ูุนูู ูู
ุง ูููู ุนูุฏูุง ุงูู structure |
|
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| 26 |
| 00:02:15,760 --> 00:02:23,240 |
| ู
ุญู
ู ุจุงุชุฌุงู ู
ุนูู ุงูู load will cause reaction ูุนูู |
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| 27 |
| 00:02:23,240 --> 00:02:28,100 |
| ูู ุฃุฌุช ููุฉ ุนูู ุญุงุฌุฉ ููุตูุฑ ููุง ุฑุฏ ูุนู ุงูุขู ุฑุฏุฉ |
|
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| 28 |
| 00:02:28,100 --> 00:02:33,020 |
| ุงููุนู ูุฐุง ูุนูู ุงู ุทุงูุฉ ุฃุฎุฑู ู
ุชุณุงููุฉ ูููุถุน ุณุชุนู
ู ูู |
|
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| 29 |
| 00:02:33,020 --> 00:02:38,800 |
| ุงูุงุชุฌุงู ุงูู
ุนูุณ ููู ูุนู ุฑุฏ ูุนู ู
ุณุงูู ูู ุงูู
ูุฏุงุฑ |
|
|
| 30 |
| 00:02:38,800 --> 00:02:43,400 |
| ู
ุนูุณ ูู ุงูุงุชุฌุงู ูุฐุง ุงููู ุจูุญูููุง ุงู ูู ูููุณ ุงูู |
|
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| 31 |
| 00:02:43,400 --> 00:02:47,540 |
| reaction will counteract resist the load and stop |
|
|
| 32 |
| 00:02:47,540 --> 00:02:51,320 |
| the member from moving ูุนูู ูุฐู ุงูููุฉ ูู
ุง ููุฌู |
|
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| 33 |
| 00:02:51,320 --> 00:02:58,300 |
| ูุญุทูุง ู
ุด ูุชุฎูู ุงูุฌุณู
ุฃู ุงูุนุถู ูุฐุง ูุชุญุฑู when the |
|
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| 34 |
| 00:02:58,300 --> 00:03:02,700 |
| loads and reactions acting in members are equal |
|
|
| 35 |
| 00:03:02,700 --> 00:03:07,700 |
| ูู
ุง ูุฐุง ูููู ุงูุฃุญู
ุงู ูุฑุฏูุฏ ุงูุฃูุนุงู ุชุจุนุชูุง ุฃู |
|
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| 36 |
| 00:03:07,700 --> 00:03:13,360 |
| ุงูุชูุงุนู ู
ุนูุง ุงูููุฉ ุงูู
ุถุงุฏุฉ ููุง ู
ุชุณุงููุฉุ ุงูุด ุงููู |
|
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| 37 |
| 00:03:13,360 --> 00:03:17,620 |
| ุจูุญุตูุ we say it is in equilibrium ุนู
ููุฉ ุงูุดุ |
|
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| 38 |
| 00:03:17,620 --> 00:03:23,490 |
| ุงุชุฒุงู structures that are designed not to move to |
|
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| 39 |
| 00:03:23,490 --> 00:03:26,510 |
| stay in equilibrium are called statically |
|
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| 40 |
| 00:03:26,510 --> 00:03:29,690 |
| determined structures ูุนูู ุงููู statically |
|
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| 41 |
| 00:03:29,690 --> 00:03:32,210 |
| determined structure ูู
ุงูู structure in |
|
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| 42 |
| 00:03:32,210 --> 00:03:36,530 |
| equilibrium ูุนูู ุจุชุชุญุฑูุด ูุง ุจุฑูุญ ููุง ุจุชุชุญุฑู ุจุงูููุฉ |
|
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| 43 |
| 00:03:36,530 --> 00:03:41,490 |
| ุงููู ุจุชูุถุบุท ุนููู ูุฐุง ุจูููู ุนูู ุงูุดุ ุฃููุฉ |
|
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| 44 |
| 00:03:41,490 --> 00:03:46,250 |
| statically determined structure ูููุณุ |
|
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| 45 |
| 00:03:48,330 --> 00:04:02,030 |
| resultant forces and the center of gravity ุนุงุฏุฉ |
|
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| 46 |
| 00:04:02,030 --> 00:04:09,030 |
| ุฃู ูููู ุจูุญู
ู |
|
|
| 47 |
| 00:04:09,030 --> 00:04:16,990 |
| ุฃุญู
ุงู ู
ุฎุชููุฉ ูู ุณูุงุก ู
ู ูุงุญูุฉ ุงูู magnitude ุฃู ู
ู |
|
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| 48 |
| 00:04:16,990 --> 00:04:21,130 |
| ูุงุญูุฉ ุงูุงุชุฌุงู ุงููู ุจุชูุฌู ุนููู to calculate the |
|
|
| 49 |
| 00:04:21,130 --> 00:04:23,830 |
| results of these different components ููุฐุง ุฎุฏุชููุง |
|
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| 50 |
| 00:04:23,830 --> 00:04:27,770 |
| ุจุงูููุฒูุงุก component forces and engineer can |
|
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| 51 |
| 00:04:27,770 --> 00:04:32,370 |
| calculate a resultant force or resultants ูุนูู ูู |
|
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| 52 |
| 00:04:32,370 --> 00:04:36,750 |
| ุงูุนุงุฏุฉ ุงุญูุง ู .. ุฎุฏุชููุง ุจุงูู statistics ูู ุงูุซุงูููุฉ |
|
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| 53 |
| 00:04:36,750 --> 00:04:42,890 |
| ุจุงูููุฒูุงุก ุตุญุ ููุฒูุงุก ุงูู ุฃุฎุฏุชูุง ุงูุช ูู ุนูุฏู ููุฉ |
|
|
| 54 |
| 00:04:42,890 --> 00:04:47,850 |
| ู
ุฎุชููุฉ ุฌุงู ุจุฏุฃ ุฃุฌูุจ ุงูู
ุญุตูุฉ ุชุจุนุชูุง ุจุงุฌูุจ ุญุงุฌุฉ |
|
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| 55 |
| 00:04:47,850 --> 00:04:52,070 |
| ุงุชุฌุงู ุงูู
ุญุตูุฉ ูู ุงูุงุชุฌุงู ุงูุนู
ูุฏู ูุงูุนู
ูุฏู ูุงูุฃููู |
|
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| 56 |
| 00:04:52,070 --> 00:04:56,250 |
| ูุจุนุฏูู ุจุงุฌูุจ ุงูู
ุญุตูุฉ ุชุจุนุช ุงูุชูุชูู ุชุทูุน ูู ุฃู ุงุชุฌุงู |
|
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| 57 |
| 00:04:56,250 --> 00:05:01,230 |
| ุจุณ ูุงุฒู
ุฃุญุฏุฏ ุงูููุทุฉ ุงููู ุนูุฏูุง ุจุชุทูุงู ูู ูุฐู ุงูููุฉ |
|
|
| 58 |
| 00:05:01,230 --> 00:05:04,210 |
| ุงููู ุจูููู ุงูู center of gravity ุฃู ุงูู center ุงููู |
|
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| 59 |
| 00:05:04,210 --> 00:05:11,050 |
| ุนูุฏู ููุฐู ุงูุดุบูุฉ one of the main forces exerted in |
|
|
| 60 |
| 00:05:11,050 --> 00:05:14,810 |
| structure is gravity ุงุญูุง ูู ูู ุดู ูู ุนูุฏูุง |
|
|
| 61 |
| 00:05:14,810 --> 00:05:17,470 |
| ุงูุฌุงุฐุจูุฉ ุงูุฃุฑุถูุฉ |
|
|
| 62 |
| 00:05:21,560 --> 00:05:28,900 |
| Okay ุงูู gravity this acts vertically downward ุงููู |
|
|
| 63 |
| 00:05:28,900 --> 00:05:33,380 |
| ูู ูุนูู ุนุงุฏุฉ ุงูู gravity ุจุชูุฌู ุงูุด ุนู
ูุฏู ูู ุงุชุฌุงู |
|
|
| 64 |
| 00:05:33,380 --> 00:05:38,640 |
| ุงูุฃุณูู ูุฐู ู ุฏุงูู
ุง ูุฐู ุจูุญุณุจ ุญุณุงุจูุง ุจุดูู .. ุจุฏู |
|
|
| 65 |
| 00:05:38,640 --> 00:05:43,730 |
| ุชุดูู ุงูุชูุงุตูู ุจุชุฑูุญ ุนูู ุงูู chapter 9ุงูุฌุงุฐุจูุฉ ุชุชุนุฑุถ |
|
|
| 66 |
| 00:05:43,730 --> 00:05:49,970 |
| ููู ุฏุฑูุฉ ูุฌุงุฐุจูุง ููู ุฅุดู ููู ุฏุฑูุฉ ููุง ุชุชุนุฑุถ |
|
|
| 67 |
| 00:05:49,970 --> 00:05:54,410 |
| ููุฌุงุฐุจูุฉ However, to simplify their calculation |
|
|
| 68 |
| 00:05:54,410 --> 00:05:57,410 |
| engineers assumed that gravity exerted an |
|
|
| 69 |
| 00:05:57,410 --> 00:06:01,510 |
| imaginary point called the center of gravity ุงูุขู |
|
|
| 70 |
| 00:06:01,510 --> 00:06:04,470 |
| ุงูู center of gravity ุงููู ุจูุชููู
ุนููู ูู ููุทุฉ ุงูุด |
|
|
| 71 |
| 00:06:04,470 --> 00:06:10,230 |
| imaginary point ููุทุฉ ูุฑุถูุฉ ุงุญูุง ุจููุฑุถูุง ูู ุนูู |
|
|
| 72 |
| 00:06:10,230 --> 00:06:14,850 |
| ุฃุฑุถ ุงููุงูุน ูู ุฌุฒุฆูุฉ ูู ุงูุฌุณู
ุฃู ูู ุถุฑุฑ ุฅููุง ูุฐู ุจุณ |
|
|
| 73 |
| 00:06:14,850 --> 00:06:19,130 |
| ุงุญูุง ุจูููู ููู ุจุฏูุง ูููู ูู ูุฐู ููุทุฉ ุงูุฌุงุฐุจูุฉ |
|
|
| 74 |
| 00:06:19,130 --> 00:06:23,370 |
| ุชุจุนุชูุง ุงููู ุจูุชููู
ุนููุง Depending on the shape of |
|
|
| 75 |
| 00:06:23,370 --> 00:06:27,330 |
| the object, this point may be inside the object, a |
|
|
| 76 |
| 00:06:27,330 --> 00:06:32,750 |
| cross-sectional area or outside the cross |
|
|
| 77 |
| 00:06:32,750 --> 00:06:35,770 |
| -sectional area ูุนูู ู
ู
ูู ููุทุฉ ุงูุฌุงุฐุจูุฉ ุงูุฃุฑุถูุฉ |
|
|
| 78 |
| 00:06:35,770 --> 00:06:39,990 |
| ูุฐู ุงููู ุจูููู ุนููุง ุงูุชุฑุงุถูุฉ ุชุจูู ุฌูุง ุงูู
ุณุงุญุฉ |
|
|
| 79 |
| 00:06:39,990 --> 00:06:44,470 |
| ุงูุนุฑุถูุฉ ููู object ุฃู ุชุจูู ุฎุงุฑุฌูุง ููู ุทุจ ููู ุฏู |
|
|
| 80 |
| 00:06:44,470 --> 00:06:49,230 |
| ูุชููู ุฎุงุฑุฌูุงุ ุทุงูุน ุนูู ุดูููุง ููุง ุจุณูููุฉ ุจูููู ููู |
|
|
| 81 |
| 00:06:49,230 --> 00:06:55,590 |
| ุฌุงูุฉุ ูู ุงููุตู ููุง ุฌูุง ูููุง ุงุดุทูุนุช ุจุฑุง ููุฐู ุจุชุนุทูู |
|
|
| 82 |
| 00:06:55,590 --> 00:07:02,230 |
| example ููู ุงููุง ู
ู
ูู ุชููู ุจุฑุง ุงูุขู |
|
|
| 83 |
| 00:07:02,230 --> 00:07:08,890 |
| ูู
ุง ูุชููู
ุนู ุงูู frames and traces ุงูู frame is made |
|
|
| 84 |
| 00:07:08,890 --> 00:07:14,330 |
| from a number of relative ten members ุนุงุฏุฉ ุงูู |
|
|
| 85 |
| 00:07:14,330 --> 00:07:19,400 |
| frame .. ุฎูููู
ู
ุนุงูุง ูุง ุจูุงุช ุงูู frame ูู ุนุจุงุฑุฉ ุนู |
|
|
| 86 |
| 00:07:19,400 --> 00:07:22,920 |
| ุงูุดุ ุทูุน ุฃูุช ุงูุญู
ุงูุฉ ุงููู ุจุชูุนู
ู ุนูู ุงูุดุจุงูุ ูุฐุง |
|
|
| 87 |
| 00:07:22,920 --> 00:07:29,360 |
| ุจูุณู
ูู frame ุงูุฏุฑุฌุ ุดุงุญุท ุงูุญุฏูุฏ ุงููู ุนูู ุดุงุญุท |
|
|
| 88 |
| 00:07:29,360 --> 00:07:35,380 |
| ุงูุฏุฑุฌุ ูุฐุง ุจูุณู
ูู frame ูู ุฅุทุงุฑุ ุจุชูุฏุฑ ุชุนุชุจุฑููุ ุจุณ |
|
|
| 89 |
| 00:07:35,380 --> 00:07:43,720 |
| ุนุงุฏุฉ ุงูู
ูุตุฏ ุงูููุฏุณู ููู ูู ุฅุทุงุฑ ู
ู ุงูุฃุนุถุงุก ุชุจุนุฉุ |
|
|
| 90 |
| 00:07:43,720 --> 00:07:49,140 |
| ุงูุด ุจูููู ุนูู ุงูู tinุ ุงุฑูุนุฉ example are bicycle |
|
|
| 91 |
| 00:07:49,140 --> 00:07:54,620 |
| frames ุงูุจุณูุงููุช ุงูุฅุทุงุฑ ุชุจุนุช ุงูุจุณูุงููุช steel frame |
|
|
| 92 |
| 00:07:54,620 --> 00:08:00,420 |
| building ุงููู ูู ุชุจุนุงุช ุงูุจูุงูุงุช members of a frame |
|
|
| 93 |
| 00:08:00,420 --> 00:08:04,560 |
| can form a complex shape often with many triangles |
|
|
| 94 |
| 00:08:04,560 --> 00:08:09,620 |
| called lattices ุงูุขู ุนุงุฏุฉ ููููู ุงูู frame ููู ุงูุด |
|
|
| 95 |
| 00:08:09,620 --> 00:08:15,080 |
| ูุงุฒู
ุฃุนู
ูู ุนูู ุดูู ู
ุชูุชุงุช ูู ุฃูุง ุฌูุช ุนู
ูุช frame |
|
|
| 96 |
| 00:08:15,080 --> 00:08:23,790 |
| ูุงูุชุงูู ุฃุจูุงุก ุชููููุง ู
ุนุงู ุจุฏูู ุตูุช ุฌุงูุจู ูุฐุง |
|
|
| 97 |
| 00:08:23,790 --> 00:08:27,990 |
| frame ูู ุฌูุช ุถุบุทุช ุนููู ุงูุด ุงูู frame ูุฐุง ุจุฏู ูุญุตู |
|
|
| 98 |
| 00:08:27,990 --> 00:08:35,470 |
| ููุ ุจุณููุดุ ุจุงูุทุนุดุ ู
ุธุจูุท ูุฐุง ุจูุตูุฑ .. ุจุชูุงููู ุนูู |
|
|
| 99 |
| 00:08:35,470 --> 00:08:41,030 |
| ุทูู ุจูุญุตูุ ู
ุธุจูุทุ ูุฃุฏุนู
ู ุงูุด ุจุนู
ูุ ูู ุญุทูุช ู
ูุชูุฉ |
|
|
| 100 |
| 00:08:41,030 --> 00:08:49,360 |
| ุชุงุนุช ููุง ุงูุด ุจูุญุตู ููุ ุจุชุฌูู ูุฐุง ุงููุตุฏ ููู ุงููู |
|
|
| 101 |
| 00:08:49,360 --> 00:08:53,460 |
| ุนูุฏูุ ุงูุขู ูุฐู ูู simple structureุ structure |
|
|
| 102 |
| 00:08:53,460 --> 00:08:57,340 |
| deformed under loadุ ููุง ุนู
ูุช ูุฅูุดุ adding cross |
|
|
| 103 |
| 00:08:57,340 --> 00:09:01,520 |
| members ุงููู ูู .. ุงููู .. ุงููู ูู ุงุณุชูู ุฏู ุงูุดุ |
|
|
| 104 |
| 00:09:01,520 --> 00:09:05,220 |
| ุงูู structure ุงููู .. ุงููู ู
ูุฌูุฏ ุนูุฏู |
|
|
| 105 |
| 00:09:09,220 --> 00:09:14,820 |
| Okay members of the frame can form a complex shape |
|
|
| 106 |
| 00:09:14,820 --> 00:09:18,860 |
| often with many triangles called lattices ุงููุงุชูุณ |
|
|
| 107 |
| 00:09:18,860 --> 00:09:23,080 |
| ูุฐุง ูู ุงูู triangular shape the advantage of |
|
|
| 108 |
| 00:09:23,080 --> 00:09:29,380 |
| triangles is that they are stiff ุงูุด ูุนูู stiff |
|
|
| 109 |
| 00:09:29,380 --> 00:09:36,240 |
| ูู
ุง ุงููุงุญุฏ stiff arm ุจุชู
ุฏู ุงูุฏู ุฒู ููู ูุจุช .. |
|
|
| 110 |
| 00:09:36,240 --> 00:09:40,720 |
| ุจุชู
ุดู .. ุญุฏ ู
ูุฏุฑ ูุฌุฑุจ ู
ููุ ูุฐุง ุจูุณู
ููุง stiff arm |
|
|
| 111 |
| 00:09:40,720 --> 00:09:47,610 |
| ู
ุดุฏูุฏุฉ ุงูู aid ู
ุดุฏูุฏุฉ stiff arm ููุฐููุฉ ุจูุนู
ููุง |
|
|
| 112 |
| 00:09:47,610 --> 00:09:50,650 |
| ุงูุญุฏูุฏ stiff ูุนูู ุงูุดุ ุงูู stiff arm ุชูุทุน ุฌูุด |
|
|
| 113 |
| 00:09:50,650 --> 00:09:55,770 |
| ู
ู
ุฏูุฏุฉ ู
ุดุฏูุฏุฉ ู
ุด ู
ุทุนูุฌุฉ ููู ูู
ุง ุชุญุทููุง ุฒู ููู ู |
|
|
| 114 |
| 00:09:55,770 --> 00:09:59,990 |
| ุจุชุฒุฌู ุญุฏ ูู ูุงูุช ู
ุชููุฉ ู ุจุชุฒุฌู ุญุฏ ูู ููู force |
|
|
| 115 |
| 00:09:59,990 --> 00:10:03,910 |
| ุจูุฌูุด ุจุงูุณูุงุฑุฉ ุชูุชูู ุจุณ ูู ูุงูุช ุฒู ููู ู
ุงุญุฏุด |
|
|
| 116 |
| 00:10:03,910 --> 00:10:10,190 |
| ุงูุชุงููุฉ ุตุนุจุฉ ููุฐู ุงูููุฑุฉ ูู ุงูู stiff they strongly |
|
|
| 117 |
| 00:10:10,190 --> 00:10:15,130 |
| resist deformation ูุนูู ุชูุฏุฑูุด ุงูุชุดูู ุงููู ุนูุฏู |
|
|
| 118 |
| 00:10:19,330 --> 00:10:25,030 |
| ุงูุช ูู ุงูู .. ูู ุงูู
ุนูู .. ูู ุงูู
ุนูู ุงูุณูุจู .. ุงู |
|
|
| 119 |
| 00:10:25,030 --> 00:10:30,310 |
| ุงุณุชูู ุงูุดุฎุต ุงููู ุจุชูุงููู ุฃุญูุงูุง ุจูููู ุนูู ุงููู |
|
|
| 120 |
| 00:10:30,310 --> 00:10:38,310 |
| ุจูุบูุฑุด ูุนูู ู
ุฎ ู ุจูู ุฒู ููู ุจุณ ูู ุงูู .. ุจุฑุถู ูู |
|
|
| 121 |
| 00:10:38,310 --> 00:10:42,290 |
| ุงููุบุฉ ุงูุนุงู
ูุฉ ุงูู
ูุฌูุฏุฉ ุงูู stiff ุฃูุชุฑ ุดูุก ุจูุณู
ููุง |
|
|
| 122 |
| 00:10:42,290 --> 00:10:46,170 |
| ุงูู stiff arm ุงููู ูู ุงูุด ุงูุฅูุฏ ุงูู
ู
ุฏูุฏุฉ ุงููู ุจุชุฎูู |
|
|
| 123 |
| 00:10:46,170 --> 00:10:51,570 |
| ู
ุณุงูุฉ ุจูู ุงูุฃุดุฎุงุต ูุงูู stiff ูุนูู ุจุชุนู
ูุด ุงูู ูุนูู |
|
|
| 124 |
| 00:10:51,570 --> 00:10:55,930 |
| ุฎูููุง ูููู ุจุชู lean ุจุชู lean ุฃู ุจุชุบูุฑุด ุดูููุง ูุฐุง ุงูู |
|
|
| 125 |
| 00:10:55,930 --> 00:11:01,720 |
| ..ุงููู ุจูุญูู ูููุง ุงูู triangular ุงูู symbols can |
|
|
| 126 |
| 00:11:01,720 --> 00:11:06,180 |
| therefore be used to stiffen or brace a structure |
|
|
| 127 |
| 00:11:06,180 --> 00:11:11,440 |
| ูุนูู ูุชููู ุงู structure ุฃู ูุชุฏุนู
ุงู structure ูุฐุง |
|
|
| 128 |
| 00:11:11,440 --> 00:11:16,300 |
| ุงููุฏู ู
ููุง ุงู diagram two ุงููู ูุชุดูููู ุงู |
|
|
| 129 |
| 00:11:16,300 --> 00:11:19,280 |
| structure ุฏู ููู ุงููู ุดูููุงูุง because the joints |
|
|
| 130 |
| 00:11:19,280 --> 00:11:22,760 |
| between the ten members are weak ุงู joints ุงููู ูู |
|
|
| 131 |
| 00:11:22,760 --> 00:11:28,130 |
| ุฅูุด ูุฐู ุจูุณู
ููุง jointุ ุฃููุฉ ูุฐู ุจูุณู
ููุง joints ูุฏูู |
|
|
| 132 |
| 00:11:28,130 --> 00:11:34,210 |
| ุงู joints ุงูุฑูุจ ู ูุฏูู ูุฐู ุงูู
ูุงุตู ูู ุงูู
ูุตู |
|
|
| 133 |
| 00:11:34,210 --> 00:11:39,950 |
| ุงูู
ูุตู ุงูุฒูุงูุง ุชุนุฏ ุฅูุดุ ู
ูุงุตู ุงูุชูุงุก ุฃู ุฌุณู
ุฃู |
|
|
| 134 |
| 00:11:39,950 --> 00:11:46,470 |
| ุญุงุฌุชูู ุจูุณู
ููุง ู
ูุตู ูุนูุง ููุนูู ู
ู ุงูู
ูุงุตู ู
ูุงุตู ุฒู |
|
|
| 135 |
| 00:11:46,470 --> 00:11:51,090 |
| ุฅุญูุง ุฅูุฏููุง ู ุฑุฌูููุง ูุฏูู ุฅูุด ุจูุณู
ููุงุ ูููุฉ ุจุชุฎูู |
|
|
| 136 |
| 00:11:51,090 --> 00:11:58,360 |
| ุญุฑูุฉ ู ูู ู
ูุงุตู ู
ุด ูููุฉ ุฒู ุงูู
ูุฌูุฏ ููุง ูุฐู ุจูุณู
ููุง |
|
|
| 137 |
| 00:11:58,360 --> 00:12:05,840 |
| solid joints ููุฐู ุจูุณู
ููุง pin joint ุงู pin joint |
|
|
| 138 |
| 00:12:05,840 --> 00:12:09,780 |
| ุงููู ูู flexible ูู flexibility ูููุง ููุฐู ููุชููู
|
|
|
| 139 |
| 00:12:09,780 --> 00:12:15,850 |
| ุนููุง ูู
ุงู ุณุงุทุฑูู are weak and can flex easily flex |
|
|
| 140 |
| 00:12:15,850 --> 00:12:20,530 |
| ุฅูุด ูุนูู ุจุชุชุญุฑู ุจุณุฑุนุฉ joints which flex because |
|
|
| 141 |
| 00:12:20,530 --> 00:12:23,370 |
| they are weak or because they are designed to do |
|
|
| 142 |
| 00:12:23,370 --> 00:12:28,090 |
| so ุงููู ูู ู
ุตู
ู
ุฉ ุฒู ุงูู
ูุงุตู ุงูุฅูุณุงู ู
ุตู
ู
ุฉ ุฅูููุง |
|
|
| 143 |
| 00:12:28,090 --> 00:12:33,610 |
| ุชุชุญุฑู ุชููู flexible are called bend joints ูุนุฑูุชูุง |
|
|
| 144 |
| 00:12:33,610 --> 00:12:38,110 |
| ุฅูุด ุงู bend jointsุ ุงููู ุจุชุชุญุฑู ุงูุขู ุงูููุน ุงูุซุงูู |
|
|
| 145 |
| 00:12:38,110 --> 00:12:42,830 |
| ูู lattices which are entirely bent joint and |
|
|
| 146 |
| 00:12:42,830 --> 00:12:45,810 |
| which therefore need cross members to stiffen them |
|
|
| 147 |
| 00:12:45,810 --> 00:12:50,350 |
| are called traces ุงู traces ุงููู ูู ุฅูุดุ ุจุฏูู
ุฏุนู
|
|
|
| 148 |
| 00:12:51,560 --> 00:12:55,760 |
| ุงูู trust contain two types of members, members |
|
|
| 149 |
| 00:12:55,760 --> 00:13:00,140 |
| that resist tension are called ties ูู ุนูุฏู ุญุงุฌุงุช |
|
|
| 150 |
| 00:13:00,140 --> 00:13:07,680 |
| ุจุชูุงูู
ุงูุดุฏ ุจูุณู
ููู
ties ููู ุญุงุฌุงุช ุจุชูุงูู
ุงูุงุดุงูู |
|
|
| 151 |
| 00:13:07,680 --> 00:13:10,460 |
| compression ุงููู ุจุชูุงูู
ุงู compression which |
|
|
| 152 |
| 00:13:10,460 --> 00:13:14,000 |
| members that resist compression are called struts |
|
|
| 153 |
| 00:13:14,000 --> 00:13:18,340 |
| ุงูู struts ุงููู ูู ุจุชูุงุฑู ุงู compression ุงู ties |
|
|
| 154 |
| 00:13:18,340 --> 00:13:23,060 |
| ุงููู ูู ุจุชูุงุฑู ุงู tension ุงูุดุฏ a joint which does |
|
|
| 155 |
| 00:13:23,060 --> 00:13:27,520 |
| not flex is called a rigid joint rigid ุฃู solid |
|
|
| 156 |
| 00:13:27,520 --> 00:13:34,140 |
| ุงููู ูู ุฅูุดุ ุจุชุชุญุฑูุด or moments connection rigid |
|
|
| 157 |
| 00:13:34,140 --> 00:13:37,780 |
| joints are often thick and securely joined for |
|
|
| 158 |
| 00:13:37,780 --> 00:13:43,200 |
| example by weld ุฅูุด ุงู weld ูููุง ุนููุ |
|
|
| 159 |
| 00:13:43,200 --> 00:13:48,620 |
| ุงุชููู
ูุง ุนูู ุงูู
ุญุงุถุฑุฉ ูุจู ุชู
ุงููุฉ ู ุนุดุฑูู ู
ุธุจูุทุ |
|
|
| 160 |
| 00:13:48,620 --> 00:13:53,520 |
| ุงูุญุงู
ุนู
ููุฉ ุงูุญุงู
ุงููู ูู ุงู weld ุงูุขู ุฅุทูุน ุนูุฏู |
|
|
| 161 |
| 00:13:53,520 --> 00:14:00,060 |
| ุชุชุฐูุฑูุง ุณุฌูู ุงููุฑู
ูุฏุ ุดูุชููู
ุฅูุด ุงูุดูู ุชุจุน ุงูุญุงู
|
|
|
| 162 |
| 00:14:00,060 --> 00:14:05,600 |
| ุงููู ุชุจุนูุ ุฒู ููู ู
ุธุจูุทุ ุงูุขู ูู ุถุบุทุช ูุฐู joint |
|
|
| 163 |
| 00:14:05,600 --> 00:14:09,240 |
| ุจูุณู
ููุง pin joint ูู ุถุบุทุช ุนูููุง ุฅูุด ุจูุญุตู ูู ูุฏูู |
|
|
| 164 |
| 00:14:09,240 --> 00:14:16,120 |
| ูุฏููุฉ ุจุฏูุง ุชูุฑุฏ ุฃู ูุฏููุฉ ุฅูุด ุจุฏูู
ูุณููุงุ ุงูุขู ูู |
|
|
| 165 |
| 00:14:16,120 --> 00:14:20,760 |
| ุฑุจุทุชูู
ุจุญุงุฌุฉ ู
ู ููุง ุญุทูุช ุดูููุฉ ุฎุดุจ ุฃู ุญุงุฌุฉ ุจูุฐู ูุฐู |
|
|
| 166 |
| 00:14:20,760 --> 00:14:25,960 |
| ุจูุณู
ูููุง ุงููู ุดูุชููุง ุฅูุด ูููููุงุ ุฅุญูุง ุนูุฏูุง straw |
|
|
| 167 |
| 00:14:25,960 --> 00:14:32,060 |
| ูุฏูู |
|
|
| 168 |
| 00:14:32,890 --> 00:14:38,970 |
| ูุฐุง ููู ุจูุณู
ูู trust ููุฐู ุงููู ุจูุณู
ููุง ุงู tie ุทูุน |
|
|
| 169 |
| 00:14:38,970 --> 00:14:45,070 |
| ุนูู ุญุงุฌุฉ ุซุงููุฉุ ูู ุฌูุจุช ูุฐู ูููุง ู
ูุฌูุฏุฉ ุนูุฏูุง ุงู |
|
|
| 170 |
| 00:14:45,070 --> 00:14:49,830 |
| raft ุชุจุน ุงููุชุจุ ู
ุธุจูุทุ ุงู raft ุชุจุน ุงููุชุจุ ุฅูุด |
|
|
| 171 |
| 00:14:49,830 --> 00:14:55,910 |
| ุจูุญุตู ููุ ูุฐุง ูู ุญุทูุช ุงููุชุจ ุนูู ูุฐุงุ ุฅูุด ุจูุญุตู |
|
|
| 172 |
| 00:14:55,910 --> 00:15:01,210 |
| ููุฐุงุ ุชูุทุนุฌุ |
|
|
| 173 |
| 00:15:01,210 --> 00:15:08,220 |
| ุจุธุจุทุ ู
ุด ูุฐู ุจุฏูุง ุชูุทุนุดุ ุงูุขู |
|
|
| 174 |
| 00:15:08,220 --> 00:15:12,380 |
| ุทุจูุนู ูู ุฃูุช ุฌุจุช ุญุงุฌุฉ ู
ุด ุฌุงููุฉ ูุนูู ู
ู
ูู ุทุงููุงุช |
|
|
| 175 |
| 00:15:12,380 --> 00:15:15,300 |
| ุงููู
ุจููุชุฑ ุงููู ุจุชุดููููุง ุจุชูุจูุน ูู ุงูุณูู ุงูุชุฌุงุฑู |
|
|
| 176 |
| 00:15:15,300 --> 00:15:20,480 |
| ูุฐู good examples ู
ุธุจูุท ุชุทูุน ุนูููุง ุจุชูุงูู ูุฐู ุนูู |
|
|
| 177 |
| 00:15:20,480 --> 00:15:25,240 |
| ุทูู ุจุชูุทุนุด ุฅูุด ุจูุนู
ููุงุ ุจุฑุจุทูุง ุญุงุฌุฉ ููุง ูู ูุงูุช |
|
|
| 178 |
| 00:15:25,240 --> 00:15:31,410 |
| ูุฐู ุงุฑุชุจุทุช ู
ู ููู ูุฐุง ุจุณู
ูู tie ููุดุ ูุฃู ูุฐุง ุจููุงูู
|
|
|
| 179 |
| 00:15:31,410 --> 00:15:36,770 |
| ููุดุฏ ููุฐุง ุจูุจูู ุฅูุดุ ุจุงูููุงู
ุงููู ูู ุงูุฏุงุฎูุ ุฃููุฉุ |
|
|
| 180 |
| 00:15:36,770 --> 00:15:39,810 |
| ูุฐุง ุงููstrap ุงูุขู ูู ุญุทูุช ุญุงุฌุฉ ุซุงููุฉ ุฒู ูุฐู |
|
|
| 181 |
| 00:15:39,810 --> 00:15:43,930 |
| ูุญุทูุชูุง ุนูู ุงููู ุนูุฏู ุชุญุชุ ุฅูุด ูุฐู ุตุงุฑุชุ ูุฐู |
|
|
| 182 |
| 00:15:43,930 --> 00:15:49,510 |
| ุงููstrap ููุฐู ุงููtie ูุฐุง ุงู frame ุงูุขูุ ูุฐู ุงูุดุฌุฉ |
|
|
| 183 |
| 00:15:49,510 --> 00:15:53,790 |
| ุฅูุด ุจูุญุตู ููุงุ ูุฐุฉ will get compressed ูู ุจูู |
|
|
| 184 |
| 00:15:53,790 --> 00:15:57,630 |
| ุงููุฒูุ ูุชูุถุบุทุ ูุฐู ุงูุดุฌุฉ ุงูุซุงููุฉ ุงููู ุจุฑุง ุฅูุด |
|
|
| 185 |
| 00:15:57,630 --> 00:16:05,360 |
| ุจูุตูุฑ ููุงุ ุชูุดุฏู
ุธุจูุท ูุฐู ูุชุตุจุญ tension ูุงู ูู ุญุทูุช |
|
|
| 186 |
| 00:16:05,360 --> 00:16:09,480 |
| ูุฐู ุงูุดูู ูุงู ูุงู ุนูุฏู tension ู ูุงู ุนูุฏู |
|
|
| 187 |
| 00:16:09,480 --> 00:16:15,220 |
| compression ููุน |
|
|
| 188 |
| 00:16:15,220 --> 00:16:18,640 |
| ุงูููุฉ ูุฐู ุจุฏูุง ุชุถุบุท ุงููู ูุงู ููุฐุง ุจุฏูุง ุชุณูู ุงููู |
|
|
| 189 |
| 00:16:18,640 --> 00:16:30,010 |
| ู
ูุฌูุฏ ูุงู ููููุง ุงู tie ู ูุงู ุฅูุดุ ู ูุงู ุงู strut ููู |
|
|
| 190 |
| 00:16:30,010 --> 00:16:37,690 |
| ูุฐุง ุนูู ุจุนุถู ุจูุณู
ูู ุฅูุดุ ุงู trust ุฃู ุงู frame ูููุณุ |
|
|
| 191 |
| 00:16:37,690 --> 00:16:40,970 |
| ุทูุจ |
|
|
| 192 |
| 00:16:40,970 --> 00:16:46,990 |
| ููุฌู ุงูุขู complete the explanation using words and |
|
|
| 193 |
| 00:16:46,990 --> 00:16:50,970 |
| expression from a ุงูุฃูู ููุฑุฉ you will need to |
|
|
| 194 |
| 00:16:50,970 --> 00:16:55,320 |
| change the form of one word ุงูุขู ุฃูุง ุญุงุทุท ููุง ุฃุฌูุจุฉ |
|
|
| 195 |
| 00:16:55,320 --> 00:16:59,580 |
| ู
ุด ุญุงุทุท ููุง ุณูุงุก ุนูู ุทูู ูุฐุง ุงูู
ูุฑูุถ ุญุงุทุท ููุง |
|
|
| 196 |
| 00:16:59,580 --> 00:17:06,640 |
| ุญุฑูุฉ ุนุดุงู ุชุฎุชูู and it's statically determined |
|
|
| 197 |
| 00:17:06,640 --> 00:17:11,420 |
| structure each load acting on this structure is |
|
|
| 198 |
| 00:17:11,420 --> 00:17:19,780 |
| ุฅูุดุ ููู ู
ูุฌูุฏุฉ counteracted ุฃุธุจุท counteracted by |
|
|
| 199 |
| 00:17:19,780 --> 00:17:25,650 |
| ุฅูุดุ a reaction ุงูุขู ุนูุฏู statically determinate |
|
|
| 200 |
| 00:17:25,650 --> 00:17:30,450 |
| ุฅูุด ูููููุง ุงู statically determinateุ ูุนูุฏ ุนูููุง |
|
|
| 201 |
| 00:17:30,450 --> 00:17:34,570 |
| ุชุฃููุฏ ุนุดุงู ุฃุฌู ู ู
ุชุฃุฎุฑ ุงู statically determinate |
|
|
| 202 |
| 00:17:34,570 --> 00:17:38,090 |
| structure ุงููู ูู ุงู structure is in equilibrium |
|
|
| 203 |
| 00:17:38,090 --> 00:17:42,710 |
| and does not move ู
ุธุจูุท ุงูุขู ุงู equilibrium ุฅูุด |
|
|
| 204 |
| 00:17:42,710 --> 00:17:48,540 |
| ุนูุฏูุ ุนูุฏู load ุฃู forces ู ูู ุนูุฏู counter force ุฃู |
|
|
| 205 |
| 00:17:48,540 --> 00:17:52,800 |
| load ุนูุฏูุง ูู
ุง ุฅุซููู ูุจููุง ู
ุชุณุงูููู ูู
ุชุนุงูุณูู ูู |
|
|
| 206 |
| 00:17:52,800 --> 00:17:57,880 |
| ุงูุงุชุฌุงู in opposite direction equally in the |
|
|
| 207 |
| 00:17:57,880 --> 00:18:01,460 |
| magnitude is equal and the direction is opposite |
|
|
| 208 |
| 00:18:01,460 --> 00:18:06,540 |
| ูุฐุง ุจูููู it's under equilibrium ุงููู ูู ูู ู
ุฑุญูุฉ |
|
|
| 209 |
| 00:18:06,540 --> 00:18:11,280 |
| ุงุชุฒุงู ูุฐุง ุงููู ุจูุญูู ุนูู this means the structure |
|
|
| 210 |
| 00:18:11,280 --> 00:18:13,460 |
| always remain in equilibrium |
|
|
| 211 |
| 00:18:16,650 --> 00:18:21,330 |
| ุงูุขู ุฅุทูุน ุนูุฏู ููุง ุฅูุด ู
ูุฌูุฏ ุนูุฏูุ ูู ุงู trust |
|
|
| 212 |
| 00:18:21,330 --> 00:18:26,170 |
| ุงููู ู
ูุฌูุฏ ุนูุฏู ููุง ุฅูุด ุนูุฏูุ forces ูู ุญุทูุช ู
ุซูุงู |
|
|
| 213 |
| 00:18:26,170 --> 00:18:30,470 |
| ููุง ูุบุงูุฉ loads from three supports carrying a |
|
|
| 214 |
| 00:18:30,470 --> 00:18:34,690 |
| large satellite dish ูุฏูู ุงู forces ุฌุงู ู
ู ุชูุงุช |
|
|
| 215 |
| 00:18:34,690 --> 00:18:39,520 |
| ุฃู
ุงูู ู
ุญู
ูู ุนูููู
satellite dish ูุนูู ูุงุฏ ุฌุงู ุนูู |
|
|
| 216 |
| 00:18:39,520 --> 00:18:43,500 |
| ูููุ ุนูู ุงูุณุทุญ ุงููู ูุงุฏ ุงูุขู ููุทุฉ ุงู result sense |
|
|
| 217 |
| 00:18:43,500 --> 00:18:48,600 |
| ุชุจุนูู
ูููุ ูุงุฏ ุชููู ูุงุฏ ุงูุขู ูุฐุง ุจูููู to analyze |
|
|
| 218 |
| 00:18:48,600 --> 00:18:52,520 |
| ุฏุฑูู structure shown in diagram one and engineer |
|
|
| 219 |
| 00:18:52,520 --> 00:18:56,220 |
| draw diagram two ุงูุขู diagram two for analysis |
|
|
| 220 |
| 00:18:56,220 --> 00:19:01,640 |
| purposes ูุนูู ููุฏู ุงูุชุญููู to help make some |
|
|
| 221 |
| 00:19:01,640 --> 00:19:06,480 |
| initial simple calculation In diagram two, the |
|
|
| 222 |
| 00:19:06,480 --> 00:19:09,440 |
| engineer uses the following assumption and |
|
|
| 223 |
| 00:19:09,440 --> 00:19:16,880 |
| information The three component forces from |
|
|
| 224 |
| 00:19:16,880 --> 00:19:20,420 |
| loads |
|
|
| 225 |
| 00:19:20,420 --> 00:19:26,020 |
| act as a single resultant ู
ุญุตูุฉ ู
ุธุจูุท ูู ุงู |
|
|
| 226 |
| 00:19:26,020 --> 00:19:30,420 |
| diagram ุงุซููู ูุฐู ุตุงุฑุช ุชูุงุชุฉ ูุงุญุฏุฉ ููู ุจุนู
ููู
ุ ุจุฌูุจ |
|
|
| 227 |
| 00:19:30,420 --> 00:19:34,220 |
| ุงูู
ุญุตูุฉ ุชุจุนุชูู
resultant force in the top of the |
|
|
| 228 |
| 00:19:34,220 --> 00:19:39,560 |
| frame all joints in the frame are ุฅูุด ุณู
ูุงูู
ูุฏูู |
|
|
| 229 |
| 00:19:39,560 --> 00:19:46,780 |
| ุงู joints ูุฏููุฉ flexible ููุง rigidุ flexible ูู ุฃูุง |
|
|
| 230 |
| 00:19:46,780 --> 00:19:53,620 |
| ุถุบุท ุนูููู
ุจุชุญุฑููุง ู
ุธุจูุท ูู ูุฏู ูุณู
ูู ุฅูุดุ pin |
|
|
| 231 |
| 00:19:53,620 --> 00:20:00,260 |
| joints ุงู joints ูููุง ุงูู
ูุตู ุงู pin ุงููู ูู ู
ูุตู |
|
|
| 232 |
| 00:20:00,260 --> 00:20:06,220 |
| flexible flexible joints can flex so the frame |
|
|
| 233 |
| 00:20:06,220 --> 00:20:13,240 |
| behaves as ุฅูุด ูููุงุ truss ู
ุธุจูุท ุงูุขู ุงููู ูููุง ุงู |
|
|
| 234 |
| 00:20:13,240 --> 00:20:17,380 |
| trust ุงููู ูู ุฅูุดุ ุนูุฏู frame with flexible joint |
|
|
| 235 |
| 00:20:17,380 --> 00:20:25,900 |
| ุฃู pin joint ู
ุด rigid ุงููู ุนูุฏู ุฏู ุฅูุดุ of ุฏุฑูู |
|
|
| 236 |
| 00:20:25,900 --> 00:20:32,000 |
| structure ุญุงุฌุฉ ู
ู ุชูุช ููู
ุงุช the center of a |
|
|
| 237 |
| 00:20:32,000 --> 00:20:36,700 |
| gravity of ุฏุฑูู structure shown in red ุงููู ุฃูุชู |
|
|
| 238 |
| 00:20:36,700 --> 00:20:39,880 |
| ุดุงููููู ููุง not including the satellite dish is |
|
|
| 239 |
| 00:20:39,880 --> 00:20:43,880 |
| exactly halfway between the two supports ูุนูู ุงููู |
|
|
| 240 |
| 00:20:43,880 --> 00:20:48,500 |
| ูู ูู ุงููุต ุฃุฌุง ูุงู |
|
|
| 241 |
| 00:20:48,500 --> 00:20:56,500 |
| ุงูุฎู
ุณุฉ ุงูุขู in diagram two which of the members |
|
|
| 242 |
| 00:20:56,500 --> 00:21:02,140 |
| are ties and which are struts ุงููู ููุง ุงู a ูุฐู |
|
|
| 243 |
| 00:21:02,140 --> 00:21:10,040 |
| ุฅูุด ููุ ูุฐู Straight ูุฏู Straight ูุฏู Tie ูุฏูู |
|
|
| 244 |
| 00:21:10,040 --> 00:21:14,700 |
| ุงูุดุบูุงุช ุจุฏููุง ุชุนุฑูููุง ูุฃู ูุฏู ู
ู ุงูุดุบูุงุช ุงูุณููุฉ |
|
|
| 245 |
| 00:21:14,700 --> 00:21:21,080 |
| ุทูุจ choose the correct word from the bracket to |
|
|
| 246 |
| 00:21:21,080 --> 00:21:25,280 |
| complete the sentences ุจุฏูุง ุงูููู
ุฉ ุงูุตุญู traces |
|
|
| 247 |
| 00:21:25,280 --> 00:21:32,700 |
| are frameworks or ties ุฅูุด ุงู trace framework with |
|
|
| 248 |
| 00:21:32,700 --> 00:21:39,810 |
| ุฅูุด ูููู ูู ุฏู flexible ุฃู joint ุฃู pin jointsุ |
|
|
| 249 |
| 00:21:39,810 --> 00:21:43,850 |
| ู
ุธุจูุทุ ุทูุจ ุงู connection between members which |
|
|
| 250 |
| 00:21:43,850 --> 00:21:50,190 |
| flexes is calledุ pin joint ู
ุด rigidุ ูููุณุ struts |
|
|
| 251 |
| 00:21:50,190 --> 00:21:54,510 |
| are designed to resist compression ููุง tension? |
|
|
| 252 |
| 00:21:54,510 --> 00:22:00,530 |
| compression ุทูุน ุนูุฏ ุงู tie ุฅูุดุ ุงู tie ุงููู ูู |
|
|
| 253 |
| 00:22:00,530 --> 00:22:06,010 |
| ุนู
ููุฉ ุงู ุฅูุดุ ุงู tensionุ ุฃููุฉ ูุฐู ุนู
ููุฉ ุงู tension |
|
|
| 254 |
| 00:22:06,010 --> 00:22:11,430 |
| ุจูุณู
ููุง ุงู tie ู ุงู compression ุงู stress ู ุงู |
|
|
| 255 |
| 00:22:11,430 --> 00:22:16,650 |
| trust ุงููู ูู ุจูุญู
ู ุงูุชูุชูู ูููุณ by adding cross |
|
|
| 256 |
| 00:22:16,650 --> 00:22:20,490 |
| member frames is embraced ููุง being joined making |
|
|
| 257 |
| 00:22:20,490 --> 00:22:25,010 |
| it stiffer embraced embraced ุงููู ูู ุฅูุด ูููุง ุนููุง |
|
|
| 258 |
| 00:22:25,010 --> 00:22:33,790 |
| embraced ุงููู ูู ูู
ุง ูููู ุนูู ุฅูุด ุจูุนู
ูููุง stiffen |
|
|
| 259 |
| 00:22:33,790 --> 00:22:43,050 |
| ู brace ููุณ ุงูุดูุก ูู
ุง ูุนู
ู ุงู stiffen ูุงู ุทูุจ ุงูุขู |
|
|
| 260 |
| 00:22:43,050 --> 00:22:47,030 |
| ุฏู ุจูุทูุน ุงุญูุง ุฅูุด ุงููู ู
ุฑ ุนูููุง ุงูููู
ุงุช ูู ููุง |
|
|
| 261 |
| 00:22:47,030 --> 00:22:52,750 |
| ุงุชููู
ูุง ูู ุงู chapter ูุงู ุนูู ุงู structural |
|
|
| 262 |
| 00:22:52,750 --> 00:22:59,100 |
| mechanics ุชููู
ูุง ููู ุนูู .. ุฃููุง ูููุง ูู
ุง ุงู frame |
|
|
| 263 |
| 00:22:59,100 --> 00:23:04,820 |
| ุงููู ุนูุฏู is statically determinant structure ุฅูุด |
|
|
| 264 |
| 00:23:04,820 --> 00:23:10,780 |
| ู
ุนูุงุชูุ ุงู structure is under equilibrium and not |
|
|
| 265 |
| 00:23:10,780 --> 00:23:13,440 |
| moving ุทุจ ูู
ุง ูููู under equilibrium ุฅูุด ุงููู |
|
|
| 266 |
| 00:23:13,440 --> 00:23:17,600 |
| ุนูุฏูุ ุนูุฏู two different forces ุฃู two different |
|
|
| 267 |
| 00:23:17,600 --> 00:23:23,850 |
| loads of equal magnitude and opposite direction act |
|
|
| 268 |
| 00:23:23,850 --> 00:23:29,390 |
| ุนูู ุงู frame ุงูู
ูุฌูุฏ ููุง ุงูุฃู ุงุชููู
ูุง ุจุฑุถู ุนูู |
|
|
| 269 |
| 00:23:29,390 --> 00:23:36,090 |
| ุญุงุฌุฉ ุชุงููุฉ ุจุนุฏูุง ูุฐุง ุงุชููู
ูุง ุนูู ุงูุฌุฒุฆูุฉ ูุฐู ุงู |
|
|
| 270 |
| 00:23:36,090 --> 00:23:39,990 |
| gravity ู ุงู center of gravity ุงู gravity ูู ุฅุญุฏู |
|
|
| 271 |
| 00:23:39,990 --> 00:23:43,790 |
| ุงู forces ุจุชุฃุซุฑ ุนูู ูู ุดูุก ู ุฏุงุฆู
ุง ุงุญูุง ุจุชููู |
|
|
| 272 |
| 00:23:43,790 --> 00:23:47,950 |
| downward ู ู
ู
ูู ุฃูุชู
ุจุชุนุฑูููุง ููู ุชุญุณุจููุง ุงููู ูู |
|
|
| 273 |
| 00:23:47,950 --> 00:23:53,030 |
| ุจุชุณุงูู M ูู G ู
ุธุจูุทุ ุฃููู ููู
ูู ุงูููุฒูุงุก ู
ุฑุช |
|
|
| 274 |
| 00:23:53,030 --> 00:23:58,310 |
| ุนููููุง ุงู G ุงููู ูู A ุงู A ุงููู ูู ุจุณ ูู ุงู .. ูู |
|
|
| 275 |
| 00:23:58,310 --> 00:24:04,180 |
| ุงู gravity ูุฏู ุจุชุณุงููุ ุชุณุนุฉ point ุซู
ุงููุฉ ูุงุญุฏ |
|
|
| 276 |
| 00:24:04,180 --> 00:24:08,160 |
| meter squared per second ู
ุธุจูุท ุฃู meter per second |
|
|
| 277 |
| 00:24:08,160 --> 00:24:12,520 |
| squared ุงูุขู ุงููู ุนูุฏู ูุฐู ุงููู ุจูุชุทูุน ุนูููุง ุงูุขู |
|
|
| 278 |
| 00:24:12,520 --> 00:24:18,520 |
| ูู
ุง ููุฌู ุจุนุฏ ููู ุงุชููู
ูุง ุนูู ุงู structure with |
|
|
| 279 |
| 00:24:18,520 --> 00:24:22,280 |
| different joint ูููุง ุงู joints ูู
ุง ุชููู flexible |
|
|
| 280 |
| 00:24:22,280 --> 00:24:27,780 |
| ุจูุณู
ููุง pin joint ู ูู
ุง ุชุจูู hard ุฃู solid ุจูุณู
ููุง |
|
|
| 281 |
| 00:24:27,780 --> 00:24:33,000 |
| ุฅูุด rigid joints ุงูุขู ุงุชููู
ูุง ุนูู ุงู structure ุชุจุนู |
|
|
| 282 |
| 00:24:33,000 --> 00:24:37,440 |
| ุฏู ุงู structure ุงูู
ูุฌูุฏ ุนูุฏู with flexible ุฃู ุจูู |
|
|
| 283 |
| 00:24:37,440 --> 00:24:43,680 |
| joint ุณู
ูุงู traces ุฃู trace ุงูุขู ุงููู ุนูุฏู ูู ุงู |
|
|
| 284 |
| 00:24:43,680 --> 00:24:48,940 |
| trace ุนูุฏู ููู member ุฏู ุงู member members resist |
|
|
| 285 |
| 00:24:48,940 --> 00:24:53,840 |
| compression ุณู
ูุงูู
ุฅูุดุ stress ู ุฏู ุนู
ููุง |
|
|
| 286 |
| 00:24:53,840 --> 00:25:00,670 |
| resisting ูู tension ุณู
ูุงูู
ุฅูุดุ tie ููุฐุง ุฎูุตูุง |
|
|