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Mechanical Fasteners Mechanical Fasteners Tensile and Shear Stress Areas Tensile and Shear Stress Areas Lecture 28 Lecture 28 Engineering 473 Engineering 473 Machine Design Machine Design

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  • Mechanical Fasteners Mechanical Fasteners ––Tensile and Shear Stress AreasTensile and Shear Stress Areas

    Lecture 28Lecture 28

    Engineering 473Engineering 473Machine DesignMachine Design

  • Threaded FastenersThreaded Fasteners

    BoltBolt Threaded fastener designed to pass through holes in mating members and to be secured by tightening a nut from the end opposite the head of the bolt.

    ScrewScrew Threaded fastener designed to be inserted through a hole in one member and into a threaded hole in a mating member.

    Mott, Fig. 18-1

  • BoltsBolts

    Mott, Fig. 18-2

  • Machine ScrewsMachine Screws

    Mott, Fig. 18-3

  • Sheet Metal and Sheet Metal and Lag ScrewsLag Screws

    Sheet metal screws are often self-tapping.

    Mott, Fig. 18-4

  • Set ScrewsSet Screws

    Set screws are used to develop a normal force between two objects (e.g. collar and shaft).

    Mott, Fig. 18-5

  • Thread StandardsThread Standards(Inch Series)(Inch Series)

    American Standard B1.1American Standard B1.1--19491949

    First American standard to cover the Unified Thread Series agreed upon by the United Kingdom, Canada, and the United States. Represents the basic American standard for fastener threads. Threads made to this standard are called unified threads.

    ANSI B1.1ANSI B1.1--1989/ASME B1.11989/ASME B1.1--19891989

    Revised standard that still incorporates much of the original standard.

  • Thread StandardsThread Standards(Metric Series)(Metric Series)

    ANSI B1.13MANSI B1.13M--1983 (R1989)1983 (R1989)

    Contains system of metric threads for general fastening purposes in mechanisms and structures. Fasteners made to this standard are often referred to as M-series.

  • Thread ProfilesThread Profiles

    The pitch line or diameter is located at ½ the height of the theoretical sharp v-thread profile.

  • Thread SeriesThread Series

    Unified CoarseUnified Coarse--Thread Series (UNC or UNRC)Thread Series (UNC or UNRC)

    Thread SeriesThread Series groups of diameter-pitch combinations distinguished from each other by the number of threads per inch applied to a specific diameter.

    Most commonly used in the bulk production of bolts, screws, nuts for general engineering applications.

    Unified FineUnified Fine--Thread Series (UNF or UNRF)Thread Series (UNF or UNRF)Use when more threads per inch are required (i.e. where are short length of engagement is available).

    MM--SeriesSeriesMetric system of diameters, pitches, and tolerance/allowances.

  • Thread ClassesThread Classes

    Thread ClassesThread Classes Define the amount of tolerance and allowance associated with a particular thread.

    Classes 1A, 2A, 3AClasses 1A, 2A, 3A apply to external threads. Class 2A is the most commonly used.

    Classes 1B, 2B, 3BClasses 1B, 2B, 3B apply to internal threads. Class 2B is the most commonly used.

  • Thread DesignationsThread Designations(Inch Series)(Inch Series)

    2A20UNC41 −−

    Nominal Size

    Threads per inch

    Thread Series

    Thread Class

    External Thread

    The following is an example of the standard method used to designate bolt and screw thread requirements on a drawing or in a specification.

  • Thread DesignationsThread Designations(Metric Series)(Metric Series)

    4g6g(22)M6x1−

    The following is an example of the standard method used to designate bolt and screw thread requirements on a drawing or in a specification.

    Metric Series

    Nominal DiameterPitch (mm)

    Tolerance Classification

    Lowercase=> external thread

  • Material and Strength Material and Strength DesignationsDesignations

    Mott, Table 18-1

  • Material and Strength Material and Strength DesignationsDesignations

    (Continued)(Continued)

    Mott, Table 18-2

  • Material and Strength Material and Strength DesignationsDesignations

    Mott, Table 18-3

  • Tensile Stress AreaTensile Stress AreaThe average axial stress in a fastener is computed using a tensile stress area.

    2pr

    t 2DD

    4πA �

    ���

    � +=

    tave A

    Fσ =

    stress axial AverageσArea Stress TensileA

    DiameterPitch DDiameterRoot D

    Force AxialF

    ave

    t

    p

    r

    ≡≡

    ≡≡

    Tests of threaded rods have shown that an unthreaded rod having a diameter equal to the mean of the pitch diameter and the minor diameter will have the same tensile strength as the threaded rod.

  • Tensile Stress AreaTensile Stress Area(Continued)(Continued)

    ( )°⋅=

    ��

    ���

    � +−=

    60tan2n1H

    H163H

    832dD bt

    threads/inp1n threadofheight ltheoreticaH

    bolt ofdiameter dplane criticalat diameter D

    b

    t

    =≡≡≡≡

    Matt Scolforo, Sverdrup Technology

  • Tensile Stress AreaTensile Stress Area(Continued)(Continued)

    ( )

    ( )

    n1639dD

    163

    83

    n60tandD

    60tan2n1H

    H163H

    832dD

    bt

    bt

    bt

    −=

    ��

    ���

    � +°−=

    °⋅=

    ��

    ���

    � +−=

    2

    bt

    2tt

    n0.9743d

    4πA

    D4πA

    ��

    ���

    � −=

    ⋅=

    This is the formula used by manufacturers of inch series fasteners to publish the tensile area in their catalogs.

  • Tensile Stress AreaTensile Stress Area(Continued)(Continued)

    2

    bt n0.9328d

    4πA �

    ���

    � −=

    The following formula may be obtained in a similar manner for metric series threads.

  • Shear Area of External Shear Area of External ThreadThread

    Consideration of the interaction between mating threads must be considered to establish the shear area of an external thread.

    Matt Scolforo, Sverdrup Technology

  • Shear Area of External ThreadsShear Area of External Threads(Continued)(Continued)

    ( )gap0.75H

    0.5t30tan

    ntKπA

    e

    emaxn,es,

    −=°

    ⋅⋅⋅=

    inchper threadsnplaneshear criticalat threadexternal of thicknesst

    threadinternal ofdiameter minor maximumK threadexternal of areashear A

    e

    maxn,

    es,

    ≡≡

    ≡≡

  • Shear Area of External Shear Area of External ThreadsThreads(Continued)(Continued)

    ( )

    ( )

    ( ) ���

    ����

    �−°⋅=

    =°=

    −=°

    ⋅⋅⋅=

    gap2n

    30.7530tan2t

    2n360tan

    2n1H

    gap0.75H0.5t30tan

    ntKπA

    e

    e

    emaxn,s,e

    ( )maxn,mins,e

    mins,maxn,e

    mins,maxn,

    KE3

    12n1t

    E2n

    321K

    21

    2n3

    43

    312t

    E2n

    321K

    21gap

    −+=

    ���

    ���

    ���

    �−+−⋅=

    ���

    �−+=

    The gap equation is based on tolerance data.

    Es,min=minimum pitch diameter of the external thread

  • Shear Area of External Shear Area of External ThreadsThreads(Continued)(Continued)

    ( )��

    ���

    � −+⋅⋅⋅= maxn,mins,maxn,es, KE31

    2n1KnπA

    This equation appears in the ANSI standards and gives the shear area per unit length of engagement. It must be multiplied by the length of engagement, Le, to obtain the actual shear area. This area is often reported in manufacturers data sheets for bolts and screws.

    ( ) emaxn,mins,maxn,es, LKE31

    2n1KnπA ⋅�

    ���

    � −+⋅⋅⋅=

  • Shear Area of Internal Shear Area of Internal ThreadsThreads

    ntDπA imins,is, ⋅⋅⋅= plane) (critical threadinternal of thicknesst thread)(externaldiameter major MinimumD

    i

    mins,

    ≡≡

    Matt Scolforo, Sverdrup Technology

  • Shear Area of Internal Shear Area of Internal ThreadsThreads(Continued)(Continued)

    ( )

    threadsinternal theofdiameter pitch maximumE

    ED3

    12n1nDπA

    maxn,

    maxn,mins,mins,is,

    ��

    ���

    � −+⋅⋅⋅=

    Similar to the previous derivation, an equation that takes into account the tolerances of the thread system can be derived to compute the shear area of the internal thread.

  • Length of EngagementLength of Engagement(Equal Strength Materials)(Equal Strength Materials)

    If the internal thread and external thread material have the same strength, then

    t

    maxt A

    FS =eis,

    maxt LA

    F0.5S⋅

    =

    is,

    te

    eis,tttmax

    A2AL

    LA0.5SASF

    =

    ==

    Tensile StrengthTensile Strength(External Thread)(External Thread)

    Shear StrengthShear Strength(Internal Thread)(Internal Thread)

  • Length of EngagementLength of Engagement(Unequal Strength Materials)(Unequal Strength Materials)

    If the internal thread and external thread do not have the same material, then

    t

    maxet, A

    FS =eis,

    maxit, LA

    F0.5S⋅

    =

    it,is,

    et,te

    eis,it,tet,max

    SAS2A

    L

    LA0.5SASF

    ⋅⋅

    =

    ==

    Tensile StrengthTensile Strength(External Thread)(External Thread)

    Shear StrengthShear Strength(Internal Thread)(Internal Thread)

  • Bolt/Nut Design PhilosophyBolt/Nut Design Philosophy

    ANSI standard bolts and nuts of equal grades are designed to have the bolt fail before the threads in the nut are stripped.

    The engineer designing a machine element is responsible for determining how something should fail taking into account the safety of the operators and public. Length of engagement is an important consideration in designing machine elements with machine screws.

  • AssignmentAssignment

    A 5/16-18UNC-2A fastener is made from a material having a yield strength of 120 ksi. The fastener will be engaged with a nut made from the same material. Compute the tensile stress area, shear stress area per length of engagement, and minimum length of engagement. Dimensional information on the threads is given below.

    The minimum pitch diameter of the external thread is 0.2712 in., and the maximum minor diameter of the internal thread is 0.265 inch, minimum major diameter of the external thread is 0.3026 in, and the maximum pitch diameter of the internal threads is 0.2817 (reference Table 4, page1544, Machinerys Handbook).