Machine Design Databook Episode 1 part 2 pot

... 830–860 11 03 11 33 830–860 Oil 823 –933 550–660 40 C 15 Si 2 (40 Mn 2 S 12 ) 14 73 11 23 12 00–850 11 13 11 43 840–870 11 13 11 43 840–870 Oil 823 –933 550–660 22 0 C 15 (20 Mn 2) 14 73 11 23 12 00–850 11 33 11 73 ... 0 .10 2. 0 27 5 40 15 0 22 15 0 22 450 65 3 15 0 22 84 HK3IA–T6 3.3 0.7 22 0 32 10 5 15 10 5 15 27 5 40 8 14 5 21 55 HZ32A–T5 3.3 2 .1 0...

Ngày tải lên: 05/08/2014, 11:21

... F 2 1 2 1 E 1 ỵ 1 2 2 E 2 2 d 1 d 2 d 1 ỵ d 2 2 6 6 6 4 3 7 7 7 5 1= 3 2 -11 1ị a ẳ 0: 7 21 F 1 2 1 E 1 ỵ 1 2 2 E 2 1 d 1 1 d 2 2 6 6 6 4 3 7 7 7 5 1= 3 2 -11 2ị cmaxị ẳ 0: 918 F 1 d 1 1 d 2 2 1 ... 7 21 F 1 2 1 E 1 ỵ 1 2 2 E 2 1 d 1 ỵ 1 d 2 2 6 6 6 4 3 7 7 7 5 1= 3 2 -10 9ị cmaxị ẳ 0: 918 F 1 d 1 ỵ 1...

Ngày tải lên: 05/08/2014, 11:21

... 345 50.0 13 8 20.0 18 .82 18 ,822 18 4. 6 Douglas fir 11 1. 6 4 0.6 0.330 4. 43 44 3 4. 3 0. 016 28 Glass 46 6.7 19 2.7 0. 245 2.60 2,602 25.5 0.0 94 16 2 Lead 36 5.3 13 1. 9 0 .4 31 11. 38 11 ,377 11 1.6 0. 41 1 ... 1. 378 1. 286 1. 202 1. 128 1. 0 61 1.000 q 0. 319 0 .40 8 0 .49 3 0.530 0.567 0.6 04 0.6 41 0.678 0. 717 0.750 0.802 0. 845 0.893 0. 944 1. 000  0...

Ngày tải lên: 05/08/2014, 11:21

... — 6 .5 2% Ni, 0.8% Cr, 0.4% Mo 450 10 10 19 3.2 2% Ni, 0.3% C, 1. 4% Mn 450 21 10 À22 4.7 12 % Cr, 3% W, 0.4% Mn 55 0 24 10 14 1. 9 Ni-Cr-Mo 50 0 12 10 16 2.7 Ni-Cr-Mo 50 0 16 10 12 1. 3 12 % ... torsion K sz ẳ 250 300 4h ỵ 00 e e 4h 50 ị 5- 2ị e sz ẳ 1 k sz 5- 3ị 00 e ẳ e e 00 e ịh 12 :5 75 12 :5 5- 4ị q ẳ K a 1 K 1 5- 5ị K a ẳ 1 ỵqK...

Ngày tải lên: 05/08/2014, 11:21

... .20 36 .2 012 .19 89 .19 65 1. 2 .19 42 .19 19 .18 95 .18 72 .18 49 .18 26 .18 04 .17 81 .17 58 .17 36 1. 3 .17 14 . 16 91 . 16 69 . 16 47 . 16 26 . 16 04 .15 28 .15 61 .15 39 .15 18 1. 4 .14 97 .14 76 .14 56 .14 35 .14 15 .13 94 .13 74 ... 11 .6 51 7.4 32 4.7 21 3.0 13 1. 9 SB - 16 3 14 6 21. 2 14 5 21. 0 14 3 20.8 14 1 20.5 36 19 .7 SB - 16 3 18 2 26. 4 17 9 26...

Ngày tải lên: 05/08/2014, 11:21

... h o =D o for use in Eq. (8- 41) h o =D o 0 .16 7 0 . 17 8 0 .19 2 0.208 0.2 27 0.25 0. 276 0. 313 0.3 57 0. 4 17 0.5 K o ẳ R o =D o 1. 36 1. 27 1. 182 1. 08 0.99 0.90 0. 81 0 .73 0.65 0. 57 0.5 8.28 CHAPTER EIGHT Downloaded ... in for L d o > 97: 78 pKị 1= 6 or > 14 :6 10 0h=d o ị 1= 2 SI for L d o > 22:4 pKị 1= 6 or > 1: 46 h=d o ị 1= 2 USCS or 5 :7 10 p=ị...

Ngày tải lên: 05/08/2014, 11:21

... 18 1 26.3 18 1 26.3 18 1 26.3 18 1 26.3 18 1 26.3 18 1 26.3 SA- 487 Cl.4QA e 655 95 792 11 5 19 8 28. 8 19 9 28. 8 19 8 28. 8 19 8 28. 8 19 8 28. 8 19 8 28. 8 19 8 28. 8 19 8 28. 8 19 8 28. 8 SA- 487 Cl. CA 6NM e 5 51 80 ... 11 2 16 .3 11 0 15 .9 10 3 15 .5 10 5 15 .3 85 12 .4 51 7.4 28 4 .1 16 2.3 9 1. 3 SA-479 86 12 .5 81 11. 8 78 11 .3...

Ngày tải lên: 05/08/2014, 11:21

... (8.375) 1. 24 18 0 11 8.750 (4.75) 13 7.500 (5.50) 16 2.500 (6.50) 18 4.375 (7.375) 203 .12 5 (8 .12 5) 1. 31 190 11 5.625 (4.625) 13 4.375 (5.375) 15 9. 375 (6.375) 17 8 .12 5 (7 .12 5) 19 6.875 (7.875) 1. 38 200 11 2.500 ... (8.000) 1. 10 16 0 10 3 .12 5 (4 .12 5) 12 5.000 (5.000) 14 6.875 (5.875) 17 1.875 (6.875) 19 3.750 (7.75) 1. 17 17 0 10 0.000 (4.000) 12 1.8...

Ngày tải lên: 05/08/2014, 11:21

... 10 0 10 0 10 0 10 0 10 0 10 0 10 0 10 0 10 0 10 0 10 0 16 0 16 0 16 0 16 0 þ 16 0 16 0 16 0 16 0 þ200 desmm À20 À30 À40 À50 À50 À65 À65 À80 À80 10 0 10 0 12 0 12 0 14 5 14 5 14 5 17 0 17 0 17 0 ... ES 14 16 À20 À25 À 31 À38 À47 À53 À64 À72 À85 À93 10 1 11 3 12 1 13 1 14 9 16 1 17 9 19 7 À 219 À239 EI À20 À24 À29 À36 À44 À54 À66 À72 À86 À94 11 0 11 8 12 6 14 2 15 0 16 0 18 1 19...

Ngày tải lên: 05/08/2014, 11:21

... 0 .12 8 44.67 2.28 3. 25 0.572 12 .4 0.4 03 0.8 0.2 0.04 63 32 .33 1 .39 2. 63 0.7 21 10.4 0 . 31 3 0.9 0 .1 0. 01 93 24 .14 0.9 21 2 .14 0. 818 9. 13 0.244 0.97 0. 03 0.004 83 14 .57 0.4 83 1. 60 0. 915 6.96 0 .15 7 1. 0 ... 14 .1 0 .18 0 0.97 0. 03 0. 010 1 12 .22 0.922 6 .12 0.984 3. 73 0 .10 8 1. 0 0 0 0 0 — 1. 0 0 0 0.5 0 1. 0 1 (88.5) 1  0 1 — 0 .1 0....

Ngày tải lên: 05/08/2014, 11:21

... 1 02. 0 1 02. 8 23 23 23 110.7 111.4 25 25 25 119 .3 120 .1 27 27 27 128 .1 129 .0 29 29 29 136 .9 137 .9 30 30 30 141 .3 1 42 .3 31 31 31 145.7 146.8 33 33 33 154.7 155.8 35 35 35 1 63. 7 164.9 37 37 37 1 72. 7 ... 45.0 0 .22 13. 5 2. 9 44 .2 0. 23 13. 2 2.9 43. 5 0 .24 13. 0 3. 0 42. 7 0 .25 12. 8 3. 0 41.9 0 .26 12. 5 3. 1 41 .2 0 .27 12 .3 3.1 40....

Ngày tải lên: 05/08/2014, 11:21

... 98 13. 0 6.5 35 . 53 27. 9 39 17. 8 1 93. 4 10. 23 2 .33 2 97. 4 30 .9 ISLB 275 275 140 6.4 8.8 98 14.0 7. 0 42.02 33 .0 5 37 5 .3 2 87. 0 11 .31 2.61 39 2.4 41.0 ISLB 30 0 30 0 150 6 .7 9.4 98 15.0 7. 5 48.08 37 .7 73 3 2.9 ... 2.14 2 .70 1 .36 7 .3 7 .3 8.0 2.02 2.02 10.58 8 .3 47. 4 47. 4 75 .5 19 .3 2.12 2.12 2. 67 1 .35 9.5 9.5 ISA7 575 75 75 5.0 7. 0 2.02 2.0...

Ngày tải lên: 05/08/2014, 11:21

... C 1 3 6 27-220ị ịẳ 1 4 TC 1 3 6 27-221ị ! ịẳ 1 2 TC 1 3 6 27-222ị f 1 ỵ if 2 ẳ 1 4 TC 2 2 3 3 ỵ 1 3 3 27-2 23 o ịẳTC 3 7 ỵ 1 12 3 27-224ị ! o ịẳ 1 4 TC 2 ỵ 1 3 3 1 3 1 ... x-axis 2a 3 a 2 a x y o FIGURE 27- 53 Equilateral triangle bar under torsion. Refer to Chapter 24 from Eqs. (24 -33 8) to (24 -35 2), Tables 24-27 to 24 -30 . ẳ x...

Ngày tải lên: 05/08/2014, 11:21

... v b 2 sin y b 27 -39 5bị V y ẳ Q y @M xy @x y ẳb 27 -39 5cị V y ẳ q 0 b 1 a 2 ỵ 1 b 2 2 1 b 2 ỵ 2 v a 2 sin x a 27 -39 5dị R ẳ 2M xy ị x ẳa y ẳb ẳ 2q 0 1 vị 2 ab 1 a 2 ỵ 1 b 2 2 27 -39 6ị 2 b 0 v x dy ... max h 2 ẳ 6q 0 2 h 2 1 a 2 ỵ 1 b 2 2 v a 2 ỵ 1 b 2 27 -39 8ị yz ị max ẳ 3q 0 2bh 1 a 2 ỵ 1 b 2 2 1 b 2 ỵ 2 v a 2 27 -39 9ị Particular Formula APPLIED ELASTICITY 27. 83...

Ngày tải lên: 05/08/2014, 11:21