ME2101 - Tutorial Solution - Shaft & Bearing

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  • 1n Given: FS = 2,s yp = 340 MPa s e = 220 MPa

    n Section at shoulder may be deduced to be critical.

    n Moment at section at shoulder is:

    M = (P/2) x 0.18 = 45/2 x 0.18 = 4.05 kNm

    n Take q = 1, Kf = Kt = 1.34

    Solution to Tutorial Q1:

    ( ) 223132

    TMKFSd

    fyp

    e

    yp += ss

    sp

    n Part (a):

    n From Soderberg equation: T = 0. Therefore,

    MKFS

    MKFSd

    fe

    fe

    yp

    yp ss

    s

    sp

    == )(32

    31

    n Since T = 0,

  • 22

    3331

    220

    101005.434.1232

    mmN

    Nmmd =

    p

    n Giving d1 = 79.15 mm

    d2 = 1.5d1 = 118.73 mm

    r = 0.25d1 = 19.79 mm

    ( ) 223132

    TMKFSd

    fyp

    e

    yp += ss

    sp

    n Part (b):

    n P = 45 kN and T = 6.8 kNm

    n From Soderberg equation:

    ( ) 23323322034031 )10108.6(101005.434.1

    3402

    32+=

    dp

  • 3n Giving d1 = 86.48 mm

    d2 = 1.5d1 = 129.72 mm

    r = 0.25d1 = 21.62 mm

    n Check at section directly under load P:

    n M = (P/2) x 0.38 = 45/2 x 0.38 = 8.55 kNm

    ( ) 23323322034032 )10108.6(101055.81

    3402

    32+=

    dp

    n Giving d2 = 96.20 mm (which is smaller than 129.72 mm calculated earlier for the shoulder section).

    n Hence, section directly under load P is not critical.

  • 4n From what are given:

    Solution to Tutorial Q2:

    n Consider lower bearing:

    Radial load = 1.83 kN

    Axial load = 900 N (assume all axial load taken by lower bearing since axial load here is lower)

    n Number of rev. in 9000 hrs

    = 9000 x 300 x 60 = 162x106 rev

    n Hence, L = 162.

  • 5For ball bearing:

    From L = (C/P)p = (C/P)3

    (C/P) = (162)1/3 = 5.45

    Assume Fa = 0, and P = Fr = 1.83 kN

    C = 5.45 x 1.83 = 9.97 kN

    Nearest bearing = 6206 with C = 14.9, C0 = 10.0 and diameter of bore = 30mm (which is > shaft diameter of 24mm)

    Since Fa/Fr > e, cannot neglect axial load

    29.0090.00.10

    9.0 === eCF

    o

    a 492.083.19.0 ==

    r

    a

    FF

    X = 0.56, Y = 1.5

    P = 0.56Fr + 1.5Fa= 0.56x1.83 + 1.5x0.9 = 2.375 kN

    Hence, C = 5.45x2.375 = 12.94 kN

  • 6Note that this 12.94 kN is < C for 6206 of 14.90 kN, hence, selection of 6206 is OK !

    n Consider upper bearing:

    n L = 162, C/P = 5.45, Fa = 0.

    Hence P = Fr = 3.67 kN,

    giving C = 5.45 x 3.67 = 19.98 kN

    n From catalogue, select bearing 6306, with C = 21.4 kN and and diameter of bore = 30mm (which is > shaft diameter of 24mm)

    n Summary:

    Upper bearing = 6306 (d = 30mm)

    Lower bearing = 6206 (d = 30mm

    Shaft diameter = 24mm (given)