- Pls Show Working Answer 1 (30.93 KiB) Viewed 35 times
- Pls Show Working Answer 2 (1.79 KiB) Viewed 35 times
- Pls Show Working Answer 3 (55.01 KiB) Viewed 35 times
- Pls Show Working Answer 4 (15.88 KiB) Viewed 35 times
2.4 d = 50 mm;
Engineering System Design - Design Tables 5. SHAFT Table 5-1 Allowable Shear Stress and Bending Stress values for commercial steel shafts With Keyway T₁ = 40 MN/m² 0 = 80 MN/m² Allowable shear stress Allowable bending stress For other shafts, Tall= 1st 10 12 16 20 25 30 40 50 60 80 Preference 2nd 15 Stationary Shafts Gradually applied loads 35 45 55 70 Imax N 90 omax N Table 5-2 Shock and fatigue factors Suddenly applied loads Rotating shafts Gradually applied or steady loads 1.5 1.0 Suddenly applied loads with minor shock 1.5-2.0 1.0-1.5 Suddenly applied loads with heavy shock 1.5-3.0 1.5-3.0 Table 5-3 Preferred shaft diameters ZSEGSD Designtable1.Doc and all = 3rd (14) (17) (18) (22) (28) (32) Without Keyway Tal=55 MN/m² dal = 100 MN/m² (42) (48) (65) (75) (85) K₂ 1.0 1.5-2.0 1st 180 200 220 250 280 320 360 400 450 500 560 K₂ 630 1.0 1.5-2.0 Preference 2nd 240 260 300 340 380 420 480 530 600 5-Shaft 3rd (170) (190) (210) (230) (440) (460) 24
Engineering System Design - Design Tables 100 120 140 d 10 12 14 16 18 20 22 25 28 30 (32) 35 38 40 (42) 45 (48) D 50 55 60 (65) 70 (75) 110 12 0.5 130 160 1000 Note: a) Most bearing bore diameter comes in step of 5 mm; b) Shaft diameter smaller than 10 mm is also possible if suitable bearing is available. Table 5-4 Fillet radii for stepped shafts in Torsion Radii 150 (125) 16 1.0 1.0 0.5 20 1.5 1.0 1.0 25 1.5 1.5 1.5 1.0 D 30 710 2.0 1.5 1.5 1.0 800 900 40 2.0 2.0 2.0 1.5 1.5 1.0 50 670 2.0 1.5 1.0 750 850 950 2.5 2.5 2.5 2.5 60 5-Shaft 3.0 3.0 3.0 2.5 2.5 1.5 80 4.0 4.0 3.5 2.5 1.5
1.1.4 Shaft gall = Fall > 0 M₂ d = omax N d = and Mx + My 3 16k T Itall 3 16 and IT all Or Tall Tall > T d= Tmax N 3 32k+M no all (k₂M)² + (k₂T)2²