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    MECH1641 Machine Design II

    1

    Lecture 10: Welded Joints I Direct Shear

    Welding Processes

    Weldments

    Groove Welds and Fillet

    Welds

    Welded Joints & Symbols

    Groove Welds and Fillet

    Welds

    Direct Shear due to Parallel

    & Transverse Loading

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    MECH1641 Machine Design II

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    Objectives

    After this lecture and associated homework, you willbe able to:

    Describe and distinguish between SMAW,GMAW, GTAW, FCAW, and SAW.

    Distinguish between the five different types ofwelded joints.

    Interpret and use basic welding symbols.

    Identify the important dimensions of groove and

    fillet welds.Calculate shear stress in loaded weldments, anduse the associated concepts to design welded

    joints for direct shear loading.

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    Arc Welding Processes

    Common arc welding processes include:

    SMAW (Shielded Metal Arc

    Welding, a.k.a. stick welding.)

    GMAW (Gas Metal Arc

    Welding, a.k.a. MIG welding.)

    GTAW (Gas Tungsten Arc

    welding, a.k.a. TIG welding.)

    FCAW (Flux-Cored ArcWelding, similar to MIG.)

    SAW (Submerged Arc

    Welding, similar to MIG.)

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    SMAW

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    SMAW

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    The SMAW Welding Circuit

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    GMAW

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    GMAW

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    GTAW

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    GTAW

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    C

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    FCAW

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    SAW

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    SAW

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    Review

    What is SMAW?

    9 Shielded Metal Arc Welding, also known as stick

    welding.

    What is GMAW?

    9 Gas Metal Arc Welding, also known as MIG welding.

    What is FCAW?

    9 Flux Cored Arc Welding.

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    Review

    What is SAW?

    9 Submerged Arc Welding.

    In SAW, what is the arc submerged in?

    9 Flux. (SAW is notunder-water welding.)

    Which arc welding processes use a wire as the weldingelectrode? (SMAW, GMAW, GTAW, FCAW, SAW)

    9 GMAW, FCAW, SAW.

    9 TIG filler metal is in the form of 3-ft rod for manual, and

    spooled wire for automated TIG.

    9SMAW uses flux-coated rods, or electrodes, about 14 inlong.

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    Review

    Which arc welding processes can be done by robots or

    other machines? (SMAW, GMAW, GTAW, FCAW, SAW)

    9All of them except SMAW. Stick welding is virtuallyalways manual process.

    Which arc welding processes can be done with or without

    filler metal?

    9 GTAW. All of the others use a consumable electrode,

    which melts in the arc and becomes part of the

    solidified weld.

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    Review

    Which arc welding processes do not required shielding

    gas? (SMAW, GMAW, GTAW, FCAW, SAW)

    9 SMAW, FCAW and SAW all get their shielding from the

    flux. GMAW and GTAW use bottled shielding gas.

    Which arc welding processes is best for small precisionwelds of exotic metals?

    9 GTAW.

    Which arc welding processes is best for automated, high

    speed, high deposition-rate welding on a horizontal joint?

    9 SAW.

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    Weldments

    Welded assemblies are called weldments.

    Load-bearing weldments are most commonly made

    from carbon steel, but may also be stainless steel,

    aluminum, cast iron, and other alloys.

    Weldments used in construction, bridges and

    pressure vessels are subject to appropriate welding

    codes.

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    Weldability of Common Metals

    G Good. X not used. F fair.

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    The Five Basic Joints

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    Juvinall Figure 11.6 (p. 453)

    Representative butt joint groove welds: (a) open square double-groove weld, (b)single vee groove weld, (c) double vee groove weld, (d) single-bevel groove weld.

    Groove Welds

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    Juvinall Figure 11.6 (p. 453)Representative butt joint groove welds: (a) open square double-groove weld, (b) single vee

    groove weld, (c) double vee groove weld, (d) single-bevel groove weld.

    Fillet Welds

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    Identify the Weld Type

    Fillet Welds (all around)

    Fillet Weld (all around)

    Groove Weld

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    Welding Symbols: General Notes

    The r ef er ence lineis always hor izont al.

    The t ailis only used when supplement ar y process inf or mat ion is

    included.

    The ar r ow point s t o t he j oint .

    I t ems below t he r ef er ence line indicat e welding on t he arrowsideof t he j oint .

    I t ems above t he r ef er ence line indicat e welding on t he ot hersideof t he j oint .

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    ArrowSide and OtherSide

    other sidearrow side other sidearrow side

    other sidearrow side

    other sidearrow side

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    Fillet Weld Symbol Review

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    Fillet Weld Size

    The sizeof a f illet weld means t he leg.

    I .e., not t he t hroat , f ace, or anyt hing else.

    0.25"

    0.5"

    Most commonly, t he legsar e equal and only onedimension is needed.

    I f t he legs ar e meant t o

    be unequal, bot h legsmust be specif ied.

    Not e t he f illet weldsymbol always slopes t o

    t he r ight, regar dless oft he act ual weldor ient at ion.

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    Groove Weld Symbols

    Squar e Gr oove Weld

    Squar e Gr oove Weld

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    Groove Weld Symbols

    V Gr oove Weld

    Double V Gr oove Weld

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    Weld-All-Around Symbol

    1/4

    or

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    Weld Length and Pitch

    1/4 2-4

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    Examples: Intermittent Fillet Welds

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    Examples: Intermittent Fillet Welds

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    Weld Symbol Summary

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    Activity Problems 1 4

    Complete the weld symbols for the welds shown.

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    A i i P bl S l i

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    Activity Problems 1 4 Solutions

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    Fillet Weld Terminology

    Face

    Toe

    Leg

    Leg

    Throat

    Toe

    Root

    MECH1641 Machine Design II

    G W ld Th t

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    Groove Weld Throat

    Normally, the throatof a fillet weld is defined asthe shortest distance from the intersection of the

    two plates to a line through the ends of the weld

    legs.

    Alternatively, for concave welds, the throat is the

    shortest distance from the intersection of the two

    plates to the surface of the bead.

    F

    hL =

    yS

    n

    =

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    Fill t W ld L d Di ti

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    Fillet Weld Load Direction

    Parallel Loading

    Transverse Loading

    MECH1641 Machine Design II

    Fillet Weld Throat

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    Fillet Weld Throat

    Normally, the throatof a fillet weld is defined as the

    shortest distance from the intersection of the two

    plates to a line through the ends of the weld legs.

    Alternatively, for concave welds, tis the shortest

    distance from the intersection of the two plates to the

    surface of the bead.

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    Fillet Weld Size

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    Fillet Weld Size

    0.707t h=

    The sizeof a weld is given as the leg length h.

    The throat is t.

    The length of a weld is L.

    2 2 2

    22 2

    2

    h t t

    hh t t t

    = +

    = = =

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    Weld Direct Shear Stresses

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    Weld Direct Shear Stresses

    Both parallel and transverse external loadsare considered to be carried by shear forceson the throat area of the weld.

    The shear area is then the t x L rectanglewhere tis the weld throat and L is the weld

    length.

    0.707shear

    F F F

    A tL hL = = =

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    A Closer Look

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    A Closer Look

    Our assumption that the external

    load is carried by shear forces on

    the throat area is true for parallel

    loads.

    It is a useful, conservative

    simplification for transverse loads.

    0.707

    F

    hL =

    MECH1641 Machine Design II

    Welding Filler Metal Strength

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    Welding Filler Metal Strength

    Welding electrodes (filler metal) has been standardized by the AWS.

    The E60 and E70 series electrodes are designated E60xx and E70xx,where xx is a code for welding process details, and the 60 and 70mean 60 and 70 ksi tensile strength of the weld metal, respectively.

    The yield strengths of the metals are shown below. The yieldstrength in shear is calculated using the Distortion energy theory, i.e.Ssy=0.577Sy.

    Note that in the absence of yield strength data, you can estimate thatthe yield strength is 12 ksi less than the tensile strength for E60 anE70 electrodes.

    MECH1641 Machine Design II

    Problem 6

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    Problem 6

    The welded plates shown are 12 mm thick,

    made of steel with Sy=350 MPa. The 6-mm

    fillet welds are 50 mm long, were made using

    E6011 electrodes. What maximum load can

    be carried by this joint with a safety factor of

    3?

    Ref. Juvinall, Sample Problem 11.1

    3 3 6

    6

    2

    Find given: 50 50 10 ; 6 6 10 ; 345 345 10 ; 30.577 0.577

    0.7072 2 0.707

    0.577 0.577 2 0.707Combining,

    2 0.707

    0.577 345 10 2 0.707 6 1

    1 1

    y

    ys y y

    y y

    F L mm m h mm m S MPa Pa nS S S

    nn

    F Ft h

    t L h L

    S S h LFF

    n h L n

    NF

    m

    = = = = = = =

    = = =

    = = =

    = =

    =

    3 30 50 10 128.1

    1 1 3

    m mF kN

    =

    MECH1641 Machine Design II

    Problem 7

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    Problem 7

    The welded plates shown are in thick, made

    of steel with Sy=120 ksi. The in fillet welds

    are 2.5 in mm long, and were made with E120xx

    electrodes. What safety factor results if the

    applied load is 25,000 lbf?

    2

    Find given: 2.5 ; 0.25 ; 120 ; 25,000

    0.577 0.577

    0.7072 2 0.707

    0.577 0.577 2 0.707Combining,

    2 0.707

    120,0000.577 2 0.707 0.25 2.5

    1 1 1 1

    y f

    ys y y

    y y

    f

    n L in h in S ksi F lb

    S S Sn

    n

    F Ft h

    t L h L

    S S h LFn

    n h L F

    lb in inn

    in

    = = = =

    = = =

    = = =

    = =

    =

    12.45

    25,000 fn

    lb =

    MECH1641 Machine Design II

    Problem 8

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    Problem 8

    A joint similar to the one from the previousquestion must carry a shear load24 kip.The welding electrode is E7018, and thetwo welds will be 4 in long. What size

    welds are required to provide a safetyfactor of 2 against static yielding?

    2

    Find given 4 ; 70 ; 2

    0.577 0.577

    0.7072 2 0.707

    0.577

    Combining, 2 0.707 0.577 2 0.707

    24,000 2 1 1 1 10.21

    1 1 0.577 70,000 2 .707 4

    Comment:Rou

    y

    ys y y

    y

    y

    f

    f

    h L in S ksi n

    S S S

    n n

    F Ft h

    t L h L

    S F F n

    hn h L S L

    lb inh h in

    lb in

    = = =

    = = =

    = = =

    = =

    = =

    1

    4nd up to a " weld.

    MECH1641 Machine Design II

    Closing Notes & Homework

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    Closing Notes & Homework

    Read Juvinall, Sections 11.3-11.4.

    Do problems 11.1, 11.2, 11.6, 11.7, 11.12.

    Create a spreadsheet to analyze fillet weld

    joints, and use it to check your answers for

    problems 11.1, 11.2, 11.12.I.e., calculate Ssy, t, , n given Sy, F, L, h.

    Make two versions of the spreadsheet, one for

    SI, one for US units.

    Test 1 (20%) is on Friday March 7.

    (Rescheduled from February 22.)