 A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and 10 feet respectively, sustains a load of '2 tons. The ends B, C, D form a triangle, whose sides are BC = 7 feet, CD = 6 feet, BD = 8 fret, find by graphical construction the...  Mechanics--problems: For Engineering Students - Сторінка 62автори: Frank Berry Sanborn - 1902 - 155 стор.Повний перегляд - Докладніше про цю книгу
 | Great Britain. Education Department. Department of Science and Art - 1886 - 640 стор.
...required. (25.) 27. A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and 10 feet respectively, sustains a load of 2 tons. The ends...feet, find by graphical construction the compressive stress in each leg. (85.) 28. Describe, with sketches, some form of hydraulic lift, and the manner... | |
 | Thomas Minchin Goodeve - 1891 - 392 стор.
...'9 Ibs. 133. A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and 10 feet respectively, sustains a load of 2 tons. The ends...feet ; find by graphical construction the compressive stress in each leg. Ans. 1*38 tons; 0748 ton; 0*092 ton. 134. A segment of a fly-wheel with the arm... | |
 | Thomas Minchin Goodeve - 1891 - 392 стор.
...9-9 Ibs. 133. A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and 10 feet respectively, sustains a load of 2 tons. The ends...feet ; find by graphical construction the compressive stress in each leg. Ans. 1-38 tons; 0-748 ton; 0-092 ton. 134. A segment of a fly-wheel with the arm... | |
 | Andrew Jamieson - 1897 - 468 стор.
...EXAMPLE III. — A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and 10 fe<-t respectively, sustains a load of '2 tons. The ends...whose sides are BC = 7 feet, CD = 6 feet, BD = 8 feet, nud by graphical construction the compressive stress in each leg. (S. and A. Exam., 1889.) ANSWKR.... | |
 | Andrew Jamieson - 1897 - 416 стор.
...are AB, AC, AD, of lengths 8, 9, and 10 feet respectively, sustains a load of '1 tons. The ends B, 0, D form a triangle, whose sides are BC = 7 feet, CD...feet, find by graphical construction the compressive stress in each leg. (S. and A. Exam., 1889.) ANSWER. — Hitherto we have dealt only with forces in... | |
 | John Perry - 1897 - 724 стор.
...respectively, sustains a load of 2 tons. The ends u, c, D form a triangle whose sides iire B c= 7 feet, c D = 6 feet, BD = 8 feet, find by graphical construction the compressive forces in each leg. Ans., 1-16 ton, 0-55 ton, 0'53 ton. 3. Three ropes, each 12 feet long, hang from the three corners... | |
 | Andrew Jamieson - 1898 - 586 стор.
...EXAMPLE III. — A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and 10 feet respectively, sustains a load of '2 tons. The ends...triangle, whose sides are BC = 7 feet, CD = 6 feet, BD = 8 fret, find by graphical construction the compressive stress in each leg. (S. and A. Exam., 1889.) AXSWER.... | |
 | Andrew Jamieson - 1898 - 512 стор.
...EXAMPLE III. — A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and 10 feet respectively, sustains a load of '2 tons. The ends...triangle, whose sides are BC = 7 feet, CD = 6 feet, BD-8 feet, find by graphical construction the compressive stress in each leg. (S. and A. Exam., 1889.)... | |
 | William Wade Fitzherbert Pullen - 1902 - 436 стор.
...upset ? 62.* A tripod whose vertex is A, and whose legs are AB, AC, AD, of lengths 8, 9, and g'5 ft. respectively, sustains a load of 2 tons. The ends B, C, D form a triangle whose sides are BC = 7 ft., CD = 6 ft., BD = 8 ft. Find by graphical construction the compressive stress in each leg. Ans.... | |
 | John Perry - 1907 - 720 стор.
...feet respectively, sustains a load of 2 tons. The ends B, c, D form a triangle whose sides are B c=7 feet, CD = 6 feet, BD = 8 feet, find by graphical construction the compressive forces in each leg. Ant., 1-16 ton, 0•55 ton, 0-53 ton. . 3. Three ropes, each 12 feet long, hang from the three corners... | |
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