formulae and charts for mcd

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important formula to solve MCD

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  • FORMULAE:

    Centroid

    Bolts and Fasteners

    Power screw:

    raise lower

    collar

    positive torque

    efficiency

    Torque require for preload generation: T = KFid

    Static load factor: or if guarding against joint separation

    Fp = AtSp

    Fatigue loading:

    Safety factor: fatigue failure or yielding

    Shearing:

    =

    ++++++++

    =

    n

    i

    n

    ii

    A

    xA

    AAAAAxAxAxAxAxAx

    1

    1

    54321

    55443312211

    =

    n

    i

    n

    ii

    A

    yAy

    1

    1

    ...rrrrMF

    CBA

    n"n +++= 222

    1

    nV'F =

    tt

    iba A

    CPA

    FF22

    =

    =t

    i

    tt

    iam A

    FA

    CPAF

    +=+=2

    a

    aSn

    =am

    y

    max

    y SSn +

    ==

    +=

    Ld)dL(

    2FdT

    m

    mm

    +

    =Ld

    )Ld(2

    FdTm

    mm

    tanorLdm >>

    2dFT ccc

    =

    T2FL

    TTe 0

    ==

    ( )( )[ ]cm .sectansectan

    dd

    6250

    12+

    +

    CPFAS

    n itp

    = )C(PFn i

    =1

  • Welding

    Butt weld: tension shear

    Fillet weld in shear: (safety factor)

    Welding - torsion: J = 0.707hJu

    Welding - bending: I = 0.707hIu

    (safety factor)

    Spring

    Compression spring:

    Deflection:

    Extension spring:

    AV' =

    JMr'' =

    AV' =

    IMc

    ==

    ysysy S.Swhere

    Sn 5770==

    3

    8dFDK

    =C

    CKs 212 +

    =3424

    +

    =CCK B

    NDGdk 3

    4

    8=

    [ ]23416dd

    D)K(F AA += 3

    8dFD)K( BB

    =

    drC

    CC)K(

    drC

    )C(CCC)K(

    B

    A

    22

    2

    2

    11

    11

    12

    1

    24414

    214

    14

    =

    =

    =

    =

    )dN 1 - (2C 1)d (N d)- 2(D L bb0 +=++=

    ==

    alloys nonferrous and steel stainless austenitic 350

    steelalloy low and carbon temperedand hardened 500

    steelcarbon drawn -cold450

    ut

    ut

    ut

    allsy

    S.

    S.

    S.

    S

    hlF

    =hlF

    =

    hlF.

    hl.F 4141

    7070==

    ys.n

    50=

  • Critical deflection: (for steel)

    Fatigue loading:

    Critical frequency:

    Maximum tensile strength:

    Yield strength:

    Bearing

    Roller contact bearings:

    a = 3 for ball bearings

    10/3 for roller bearings

    for roller bearings

    Equivalent radial force:

    roller bearings

    [ ]21

    0 22 /

    EG)GE(DL

    +