- Arts & Culture 6203
- Business & Economics 676
- Computers 324
- Dictionaries & Encyclopedias 70
- Education & Science 76809
- Abstracts 73
- Astrology 4
- Biology 8
- Chemistry 3882
- Coursework 15556
- Culture 8
- Diplomas 316
- Drawings 1596
- Ecology 5
- Economy 81
- English 80
- Ethics, Aesthetics 3
- For Education Students 17651
- Foreign Languages 11
- Geography 3
- Geology 1
- History 88
- Maps & Atlases 5
- Mathematics 12624
- Musical Literature 2
- Pedagogics 19
- Philosophy 22
- Physics 15120
- Political Science 5
- Practical Work 59
- Psychology 65
- Religion 4
- Russian and culture of speech 8
- School Textbooks 7
- Sociology 9
- Summaries, Cribs 87
- Test Answers 160
- Tests 8753
- Textbooks for Colleges and Universities 32
- Theses 7
- To Help Graduate Students 14
- To Help the Entrant 38
- Vetting 382
- Works 13
- Информатика 8
- Engineering 872
- Fiction 708
- House, Family & Entertainment 84
- Law 133
- Website Promotion 70
Solution C2-37 (Figure C2.3 condition 7 SM Targ 1989)
Content: s2-37.doc.RAR 28,62 kB
| 200 $ | the discount is | 15% |
| show all discounts | ||
| 1 $ | the discount is | 1% |
Михаил_Перович
seller information
Seller will give you a gift certificate in the amount of
Product description
Solution C2-37 (Figure C2.3 condition 7 SM Targ 1989)
The design consists of a hard corner and a rod, which are either hinged at point C (Figure C2.0-C2.5) or are freely supported against each other (Figure C2.6-C2.9). The external constraints imposed on the structure are at the point A or hinge, or rigid sealing; at point B or a smooth plane (Figures 0 and 1), or a weightless rod BB ´(Figures 2 and 3), or a hinge (Figures 4-9); at point D or the weightless rod DD ´(Figures 0, 3, 8), or the hinged support on the rollers (Figure 7). Each structure is affected by: a pair of forces with a torque M = 60 kN · m, a uniformly distributed intensity load q = 20 kN / m and two more forces. These forces, their directions and points of application are indicated in Table. C2; In the same column in the column "Loaded area" it is indicated where the distributed load is acting (for example, under conditions No.1, the force F2 at an angle of 60 ° to the horizontal axis applied at point L, force F4 at an angle of 30 ° to the horizontal axis , applied at point E, and the load distributed in section CK). Determine the reactions of bonds at points A, B, C (for Figures 0, 3, 7, 8 also at point D), caused by given loads. In the final calculations, take a = 0.2 m.
Feedback
0| Period | |||
| 1 month | 3 months | 12 months | |
| 0 | 0 | 0 | |
| 0 | 0 | 0 | |
