Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 1 of 133

    ECCENTRIC LOADING (NORMAL STRESSES)

    DESIGN PROBLEM

    361. I

    . I 2500 .

    2 . T

    = 2 . . F AISI

    C1022, , 3, ?

    S:

    2500=

    2=

    52.=

    =

    F AISI C1022, , 52= (T AT7).

    0002626

    2

    52,====

    23 ==

    ( ) 423

    25212

    3

    12

    .===

    512

    .==

    5152512

    ... +=+=+=

    =

    ( )( )

    ++=

    42252

    515152

    3

    1250000026

    .

    ...,

    ++=

    3251

    5152

    3

    1250000026

    .

    ..,

    B :

    8

    56250 == .

    ( ) 8

    718751625033 ==== ..

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    SECTION 6 COMBINED STRESSES

    Page 2 of 133

    362. A 361 0 3000 .;

    AISI 1045, , = 0.5 .

    ; 3. D = 2 S

    .

    S:

    S L:

    +=

    1

    F AISI 1045, (T AT 7).

    59= 96=

    4850 == .

    S = 0.85

    L () = 0.80

    ( )( ) 643248800850 ... ==

    ( ) 1500030002

    1=+=

    ( ) 150003000

    2

    1==

    5150512

    ... +=+=+=

    +=

    1

    ( )( )

    ++=

    32 242

    515150

    3

    11500

    .

    ...

    ++=

    3251

    5150

    3

    11500

    .

    ..

    +=

    1

    ( )( )

    ++=

    32242

    515150

    3

    11500

    .

    ...

    ++=

    3251

    5150

    3

    11500

    .

    ..

    +=

    1

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    SECTION 6 COMBINED STRESSES

    Page 3 of 133

    ++

    +=

    32 51

    5150

    3

    1

    64032

    1500

    00059

    1500

    2

    1

    .

    ..

    ,,

    00751

    5150

    3

    132

    ..

    ..=

    ++

    B :

    530.= ( ) 59153033 .. ===

    U = 9/16 1 5/8

    363. T 362, , 3 3 .

    S:

    ( ) 0332

    1==

    ( ) 3332

    1=+=

    +=

    1

    ( )( )

    ++=

    32242

    515150

    3

    11500

    .

    ...

    ( ) 051

    5150310

    32 =

    ++=

    ...

    +=

    1

    ( )( )

    ++=

    32242

    515150

    3

    13

    .

    ...

    ++=

    3251

    5150

    3

    13

    .

    ..

    +=

    1

    ++

    +=

    3251

    5150

    3

    1

    6432

    30

    2

    1

    .

    ..

    .

    44551

    5150

    3

    132

    ..

    ..=

    ++

    B :

    59050.=

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    SECTION 6 COMBINED STRESSES

    Page 4 of 133

    ( ) 771515905033 .. ===

    U = 5/8 1 13/16

    364. A (S F. 8.3, T), SAE 1020, ,

    9 . 16 3 .

    . L = 3. () W = 0.75? () W ?

    S:

    .

    T J.B. J

    =

    2

    2

    41

    F SAE 1020, , ksisy 48=

    61030=

    T

    ( )111

    48000

    103022 21

    622

    1

    2

    =

    =

    =

    2=

    1089 ==

    ( ) 21610822 ===

    =

    ( ) ( )[ ]64

    68360

    64

    750

    64

    44444

    ..=

    =

    =

    ( ) ( )[ ] 22222 109375075044

    .. ===

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    SECTION 6 COMBINED STRESSES

    Page 5 of 133

    312501093750

    64

    68360

    2

    4

    ..

    .

    ==

    ( )

    =

    =

    =

    2

    2

    32

    2

    2

    2

    236319

    1

    564246

    10304

    31250

    21648

    1

    1093750

    16

    41

    .

    .

    .

    .

    +=

    50

    2.==

    3=

    16=

    16

    3

    48===

    ( )( )

    +

    ==

    64

    68360

    50316

    363191

    564246

    164

    2

    2

    .

    .

    .

    .

    3

    2

    222715

    363191

    564246

    16

    .

    .

    .

    +

    ==

    B

    233.=

    ( ) 0094123331250 ... ==

    111214

    00941

    2162>===

    .

    T E

    2

    2

    =

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    SECTION 6 COMBINED STRESSES

    Page 6 of 133

    ( )

    2

    2

    2

    206580

    31250

    2163

    00030.

    .

    ,=

    =

    +=

    ( )( )3

    2

    4

    2 22715206580

    64

    68360

    5031620658016

    ..

    .

    .. +=

    +=

    8023.=

    ( ) 851528023750750 .... ===

    T :

    ( ) 188125180233125031250 .... ===

    1111821881251

    216>==

    .

    U = 3 13/16 , = 2 13/16

    .

    F , E .

    =

    64

    4

    =

    4

    2

    =

    2504

    1

    4

    642

    4

    .===

    2

    2

    =

    ( )

    2

    2

    2

    13220

    250

    2163

    00030.

    .

    ,=

    =

    +=

    ( )( )3

    2

    4

    2 48913220

    64

    503161322016

    +=

    += .

    ..

    B .

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    SECTION 6 COMBINED STRESSES

    Page 7 of 133

    2213.=

    ( ) 8052502213250250 .... ===

    111268805250

    216>==

    .

    U = 3 .

    365. T 364, 15 .

    S:

    E E:

    ( )( ) 360121522 ===

    16=

    3=

    .

    64

    683604

    .=

    21093750 .=

    31250.=

    2

    2

    =

    ( )

    2

    2

    2

    074370

    31250

    3603

    00030.

    .

    ,=

    =

    +=

    ( )( )3

    2

    4

    2 22715074370

    64

    68360

    5031607437016

    ..

    .

    .. +=

    +=

    6243.=

    ( ) 71826243750750 .... ===

    T :

    ( ) 1325162433125031250 .... ===

    111191

    13251

    216>==

    .

    U = 3 5/8 , = 2 5/8

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    SECTION 6 COMBINED STRESSES

    Page 8 of 133

    .64

    4

    =

    4

    2

    =

    250.=

    2

    2

    =

    k

    LN

    Es

    e

    e

    ( )

    2

    2

    2

    04760

    250

    3603

    00030.

    .

    ,=

    =

    +=

    ( )( )3

    2

    4

    2 48904760

    64

    503160476016

    +=

    += ..

    .

    B .

    1583.= 3 3/16

    ( ) 789501583250250 .... ===

    11127478950

    216>==

    .

    U = 3 3/16 .

    366. A : = 8 , = 20 . = 30

    ; 2024T4; = 2.6 . I

    1 3/8 . D

    . T

    .

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    SECTION 6 COMBINED STRESSES

    Page 9 of 133

    S:

    A (2024T4), 47=

    o30 =

    o30=

    ( )

    o30+=

    o30 ==

    =2

    2

    =

    12

    3

    =

    222

    3066

    o==

    o301

    =

    21 +=

    2

    30630

    oo +=

    18

    62

    47===

    .

    8=

    37518

    31 .==

    20=

    2

    30630

    oo +=

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    SECTION 6 COMBINED STRESSES

    Page 10 of 133

    ( ) ( )( )2

    3751

    302086

    3751

    30818

    .

    .

    oo+=

    0483147524 2 = ..

    8

    7

    58775 = .

    274

    8

    31

    8

    75

    .==

    T, 8

    75= ,

    8

    31=

    367. A 15 . 2= 50,000 . A = 8 .

    ( 1= 0). S I

    3 . T . S

    .

    S:

    U C1020, , = 48

    S F

    +=

    21

    2

    50000502 === ,

    8=

    3=

    00030,=

    2

    =

    ( )( ) 360121522 ===

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    SECTION 6 COMBINED STRESSES

    Page 11 of 133

    ( ) ( )

    ( )( )

    ( )( )

    +

    00030

    503

    2

    36028

    1503

    482 ,

    F S M, 3

    E F.S. S A. P, T B2, . 640,

    WF S .T W360 51,

    = 6450 2= 10 2

    = 355 = 14

    = 148 = 5.83

    = 1.41 1084= 338.8 4

    S,

    ( ) ( )

    ( )

    ( )( )

    ( )( )

    +833800030

    503

    2

    360

    835

    2

    148

    110

    50348

    2 .,

    .

    084748 .

    T I W14 34 . (E )

    = 10 2

    = 14

    = 5.83

    = 338.8 4

    368. T 367, 1= 50,000 .

    S:

    U C1020, , = 48

    3=

    00030,=

    ( )( ) 360121522 ===

    T P

    ( )111

    48

    0003022 21

    22

    1

    2

    =

    =

    =

    ,

    50000501 === ,

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    SECTION 6 COMBINED STRESSES

    Page 12 of 133

    C J.B. J F

    ==

    2

    2

    14

    1

    =

    2

    2

    1

    41

    ( )

    ( )

    000304

    36048

    1

    50348

    2

    2

    ,

    2

    254951

    15048

    .

    F S M, 3E F.S. S A. P, T B2, . 640,

    WF S .

    T W310 21,

    = 2690 2= 4.17

    2

    = 117 = 4.61

    S,

    ( )

    2614

    254951174

    150

    48

    .

    ..

    ( )

    2614

    254951174

    15048

    .

    ..

    84748 .

    C JB J F

    111178614

    360

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    SECTION 6 COMBINED STRESSES

    Page 13 of 133

    CHECK PROBLEMS

    369. A , F. 191, T, 10 7

    . . I 1 .

    6 .,

    ?

    S:

    +=

    10=

    102

    67 =+=

    32

    6==

    ( )( ) 212612 ==

    ( )( ) 43

    3612

    612 ==

    +=

    ( )( )( )29

    36

    31010

    12

    10.=+=

    370. A (6061T6) C, ( F.

    8.4, T). O T ( T

    AT 1): = 1 1/16 , = 17/32, = 1/8, = 1/8. T 2 3/8 .

    . () F = 3 ,

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    SECTION 6 COMBINED STRESSES

    Page 14 of 133

    ( )? () A

    ?

    S:

    AA 6061T6, 40= (T AT 3)

    S F. 8.4, (C) T

    +=

    +=

    1

    F T AT 1 (T)

    ( ) +=

    ( ) ( ) 22

    22

    1212

    +++=

    06251.=

    531250.=

    1250.=

    1250.=

    93750125006251 ... ===

    F 1 :

    ( ) ( ) ( )

    +

    +=+

    221

    ( )( ) ( )( )[ ] ( )( )

    ( )( )12505312502

    1250

    1250937502

    93750125012509375012505312501

    ...

    ...

    .....

    +

    +=+

    401601 .=

    66090401600625112 ... ===

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    SECTION 6 COMBINED STRESSES

    Page 15 of 133

    339102

    125040160

    21 .

    .. ===

    192150401602

    937501250

    21 ..

    .. =+=+=

    ( ) += ( )( ) ( )( ) 21836012500625112501250531250 ...... =+=

    ( ) ( ) 22

    22

    1212

    +++=

    ( )( )( )( )( )

    ( )( )

    ( )( )( ) 42

    22

    2

    020630192150937501250

    12

    937501250339101250531250

    12

    1250531250

    ....

    .....

    ..

    =+

    ++=

    401601 .==

    77662401603752 ... =+=

    .

    13

    3

    40===

    ( )( )

    +==

    020630

    4016077662

    18360

    113

    .

    ..

    .

    2182180 == .

    . 40==

    ( )( )

    +==

    020630

    4016077662

    18360

    140

    .

    ..

    .

    6726720 == .

    371. A C (F. 8.5 T) , ASTM

    A2758 . T

    12 . . T

    : = 3 ., = 6 ., = 5 ., = == 1 . D = 6

    .

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    SECTION 6 COMBINED STRESSES

    Page 16 of 133

    S: 3=

    6=

    5=

    1===

    ( ) ++=

    ( )( ) ( )( ) ( )( ) 21211165131 =++=

    F 1 :

    ( )

    +

    +

    =

    2221

    ( ) ( )( ) ( ) ( )( )

    +

    +

    =

    2

    1613

    2

    6116

    2

    115121

    58321 .=

    41735832612 .. ===

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    SECTION 6 COMBINED STRESSES

    Page 17 of 133

    ( )

    417058322

    116

    2211 .. =

    +=

    +=

    =

    91722

    14173

    22 .. ===

    08322

    15832

    21 .. ===

    ( )( ) 2

    32

    32

    3

    121212

    +++

    ++=

    ( )( )( )( )( )

    ( )( )( )( )( )

    ( )( )( )( )( )2

    32

    32

    3

    08321512

    1541701161

    12

    1161917213

    12

    13... +++

    ++=

    4

    9253 .=

    F ASTM A2758 A C S

    60=

    106

    60===

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    SECTION 6 COMBINED STRESSES

    Page 18 of 133

    +=

    1

    58321 .==

    58314583212 .. =+=

    ( )( )

    += 9253

    583258314

    12

    1

    10 .

    ..

    7891278912 ,. ==

    372. I (366), = ., = 2 ., = 2 ., = 18 ., = 60. T A B B

    ; AISI C1020, . W = 3

    ?

    S:

    R P. 366.

    2

    6

    +=

    +=

    2

    6

    F AISI C1020, , 48= .

    16

    3

    48===

    50.=

    2=

    18=

    o60=

    ( )( )

    ( )

    ( )( )

    +=

    2

    250

    60186

    250

    6016

    .

    .

    5745740 == .

    373. T 1= 2.1 ; = 0.5 ., = = = 2 ., =

    18 .; AISI 1040, (10% ). T

    2 A; 2 0 ,

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    SECTION 6 COMBINED STRESSES

    Page 19 of 133

    . F = 1.5 S ,

    2? A .

    S:

    50.=

    2===

    18=

    121 .=

    = 0 ( ) 21 +=++

    ++

    +=

    21

    = 0 = 1

    = 0 2=

    F 02 = :

    ( )( ) 1910

    2182

    0122.

    .=

    ++

    +=

    90911910121 ... ===

    02 ==

    ( ) +==

    ( )( )

    ++

    ++=

    21

    02 =

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    SECTION 6 COMBINED STRESSES

    Page 20 of 133

    ( ) ( )( )[ ] =

    ++

    ++= 823

    2182

    0122218.

    .

    L 22 =

    2823. +=

    ( ) ( )[ ]( )2

    2 128212182

    2122218

    +=

    ++

    ++= ..

    .

    ( )2

    2 9108232

    82312821

    ..

    ...+=

    ++=

    2

    823. =

    ( )2

    2 9102

    82312821

    .

    ...=

    +=

    250 .==

    F SAE AISI 1040 C D (10% W)

    85=

    54=

    ( ) ( )( ) 94585054 .. ===

    +=

    ++

    +==

    ( )( )( )

    ( )( )

    ( )( )

    ( )( )

    ++

    ++

    =250

    50

    3

    1

    1910

    945

    85

    250

    50

    3

    1

    112821

    51

    85 2222

    .

    ..

    ..

    ...

    .

    78532 .=

    376. A , = 12 . , 10. , 40, (=

    10.75 ., = 10.02 ., = 3.67 .,= 11.908 2., = 160.7

    4

    .,= 29.9

    3

    .). T = 15 .; = 3; AISI C1015, . ()

    U , () .

    () J S ,

    . () D . () S

    .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 21 of 133

    S:

    F AISI C1015, .

    545.=

    61=

    ( ) 530615050 ... ===

    7510.=

    0210.=

    12=

    673.=

    290811 .=

    407160 .=

    3929 .=

    3=

    .

    A ()

    ( )( ) 288121222 ===

    120578673

    288

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    SECTION 6 COMBINED STRESSES

    Page 22 of 133

    ( )( )

    ( )

    =

    000304

    578545190811

    2

    21

    ,

    ...

    0991

    .

    =

    =2

    15=

    ( )

    2929

    152

    ==

    .

    21 +=

    20993

    545 +=

    .

    .

    8632486324 ,. ==

    .

    V : = , =

    02

    =

    =

    ( )

    =

    =

    2

    +=

    A = 0.80

    ( )( )( ) 7420800850530 .... ===

    ++

    +=

    ( ) ( )

    2529081929

    15

    7420

    5450 .

    ...

    .=

    ++==

    2523

    545.

    .=

    6740746 == .

    .

    S F

    +=

    21

    2

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 23 of 133

    3545

    929

    07160.

    .

    .===

    ( )( )

    ( )9635

    673

    35451522

    ..

    .==

    ( )( )

    1138200716000030

    3

    2

    288

    2 .., ==

    2520

    90811

    3.

    .==

    +=

    21

    2

    ( ) 113820963512520545 .... +== 50022522 ,. ==

    .

    6740 .

    377. A (367) 14. 193., I ( =

    56.73 . ., = 15.5 ., = 15.710 ., = 2402.4 4., = 930.1

    4., = 4.05 .). T , 40 . ,

    (1= 0) . F = 12 . = 4,

    2?

    S:

    U :

    +=

    21

    2

    442402 . ==

    00030,=

    12=

    506. ==

    ( )( ) 960124022 ===

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    SECTION 6 COMBINED STRESSES

    Page 24 of 133

    148=

    4= 27356 .=

    7572

    515

    2.

    .===

    F C1020, , ,

    48=

    ( )( )

    ( ) ( )( )

    +==

    4240200030

    4

    2

    460

    506

    757121

    7356

    448

    2 .,

    .

    .

    .

    ( ) 1130802210705048 ... += 90010491042 ,. ===

    378. A 14. 193., I (= 56.73

    . ., = 15.5 ., = 2402.4 .4, = 930.1 .4, = 4.05 ., = 40

    .). I 2 = 4 . ( 1=

    0), 4? F = 15.71 .

    S:

    U :

    +=

    21

    2

    2=

    27356 .=

    4=

    85572

    7115

    2.

    .===

    054. ==

    00030,=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 25 of 133

    41930 . ==

    ( )( ) 960124022 ===

    4=

    48=

    ( )( )( ) ( )( )

    +==

    1930000304

    2960

    054855741

    7356448 22

    2

    .,

    ..

    .

    )22 181740554010705048 ... += 8806888682 ,. ==

    379. T 378, 1= 0.5 2.

    S:

    12

    2

    2

    21 +

    +==

    21 50 .=

    ( )7356

    5018174055401

    73564

    48 22

    2

    .

    ...

    .

    ++=

    ) 222 00881401817405540101763012 .... ++=

    222 1817400097670026444012 ... +=

    B T :

    56682 .= 283450 21 .. ==

    380. T (SAE 080) ( )

    , = 2 ., = .,

    . S T (

    ), . () W ?

    E. () W = 3 ?

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    26/133

    SECTION 6 COMBINED STRESSES

    Page 26 of 133

    S:

    F SAE 080, ksisy 40=

    ()

    T

    .

    ()

    313

    3

    40.===

    R :

    ==

    ( )( )250313

    ..

    =

    313.=

    T:

    2= , 50.=

    ( ) ( ) ( ) 275125050250 .... =+=+=

    ( ) ( )

    +

    +=

    22

    11

    ( ) ( ) ( ) ( )

    +

    +=

    2

    5025050502

    2

    1502507511

    .......

    678601 .=

    3214167860212 .. ===

    ( ) ( ) 571405022

    132141

    2

    12 ... ===

    428602

    5067860

    21 .

    .. ===

    ( ) ( ) 2323

    1212

    +++=

    ( )( )( )

    ( )( )( )2

    32

    3

    4286050212

    5025714050250

    12

    50250..

    ....

    ..+++

    =

    459.0 inI=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    27/133

    SECTION 6 COMBINED STRESSES

    Page 27 of 133

    +=

    678601 .==

    67860.==

    ( )( )

    +=590

    67860678607511313

    ...

    ..

    9416.=

    COPLANAR SHEAR STRESSES

    381. T 5 . T

    SAE 1020, . T = 5000 ., = 3 ., = 0, = 5 .;

    = 3. D D

    3 .

    S:0=

    F SAE 1020, .

    48=

    60.=

    3=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    28/133

    SECTION 6 COMBINED STRESSES

    Page 28 of 133

    2

    12

    21

    5

    +=

    212 =

    21 2 =

    [ ] = 0 ( ) ( ) ( ) ( ) +=+ 2222 21

    0=

    3=

    3=

    5=

    5=

    21 2 =

    ( )( ) ( ) ( )( ) ( )36055532324 22 +=+ o

    2530 2 =

    6

    52 =

    3

    5

    6

    522 21 =

    ==

    2

    4

    =

    =

    60.==

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    29/133

    SECTION 6 COMBINED STRESSES

    Page 29 of 133

    =

    60.

    2

    1

    2

    21

    560

    +

    =.

    ( )

    2

    2

    1

    22

    4

    5

    5

    3

    5

    3

    4860

    +

    =.

    2

    2

    1

    2

    78540

    17782

    69

    .

    .

    .

    +

    =

    B .

    8

    56250 == .

    F , t.

    =

    =

    ( )

    852

    5

    5

    62503

    5

    5

    5

    3

    52

    1

    222

    122

    ..

    =

    +

    =

    +

    =

    ==

    6250

    852

    3

    48

    .

    .=

    4

    12850 == .

    382. T 383, = 30.

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    30/133

    SECTION 6 COMBINED STRESSES

    Page 30 of 133

    S:

    2

    1

    1

    2

    2

    1120

    52

    5

    +=

    o

    2

    1

    1

    2

    21 60

    52

    5

    +

    +=

    o

    [ ] = 0 ( ) ( ) ( ) ( ) +=+ 2222 21

    ( )( ) ( ) ( )( ) ( )36305530532324 22 +=+ oo ( ) 1514151257652130 2 ... +=+=

    30

    1514152

    .+=

    4720502

    .. +=

    94401

    47205022 21

    ... +=

    +==

    =

    60.==

    =

    60.

    2

    1

    1

    2

    21 60

    52

    560

    +

    +

    =

    o.

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    31/133

    SECTION 6 COMBINED STRESSES

    Page 31 of 133

    ( )

    2

    2

    1

    22

    4

    605

    5944012

    5

    594401

    3

    4860

    ++

    +

    +

    =

    o..

    .

    2

    212

    7854.0

    60cos944.0

    121944.0

    1

    6.9D

    DD

    +++

    +

    =

    o

    B . 6410.=

    S 8

    56250 == . ( 381).

    F t.

    2

    12

    609440

    1219440

    1

    +++

    +=

    o..

    13253606250

    9440121

    6250

    94401

    2

    12

    ..

    .

    .

    .=

    +++

    +=

    o

    =

    ==

    6250

    13253

    3

    48

    .

    .=

    16

    5313250 == .

    383. D , , F

    = 1500 . = 18 . = 0. L ,

    , 6, ; SAE 1020, ,

    ; = 2.5 . T

    . T :

    .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    32/133

    SECTION 6 COMBINED STRESSES

    Page 32 of 133

    S:o0= , 6==

    ( ) 362

    1==

    41

    +=

    =

    F SAE 1020, , 48= .

    52.=

    60.=

    ( )

    5211

    52

    486060.

    .

    ..====

    ( ) +=14

    ( ) ( ) 3185134 1 += .( )

    +=

    637501

    .

    ( )750

    252

    4

    5163750.

    ...+=+

    +=

    2

    4

    1 =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    33/133

    SECTION 6 COMBINED STRESSES

    Page 33 of 133

    =

    2

    4

    1

    750252

    5211

    ..

    .

    +

    =

    16

    1168750 == .

    ==

    750

    252

    52

    48 .

    .

    .

    +

    =

    68750

    75068750

    252

    219

    .

    ..

    .

    .

    +

    =

    16

    5=

    384. T 383, = 45.

    S:

    5211.= , 219.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    34/133

    SECTION 6 COMBINED STRESSES

    Page 34 of 133

    o

    454

    24

    1

    2

    21

    2

    +

    +=

    ( ) ( ) ( ) 3184551334 1 +=+= o.

    ( )

    +=

    6265201

    .

    ( ) ( ) o

    454

    516265202

    4

    5162652022

    2

    ....

    ++

    +

    +=

    ( )

    +++

    +=

    614062501406250

    6265202

    2..

    .

    2812508437506

    07030

    2

    2.

    .. ++

    +=

    =

    2

    2

    12

    4

    1

    281250843750607030

    5211

    ++

    +

    =

    ...

    .

    5940.=

    59375032

    19.==

    2213281250593750

    843750

    593750

    593750607030

    2

    12

    ...

    .

    .

    .. =

    ++

    +=

    =

    =219.

    593750

    2213219

    .

    .. =

    int 2815.0=

    4

    1= .

    385. T (381) SAE 1020 , ,

    . SAE 1022 , . T .,

    = 2 ., = 6 ., = 4 ., = 0. F 5 .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    35/133

    SECTION 6 COMBINED STRESSES

    Page 35 of 133

    S:

    P, SAE 1020, (T AT 7)

    65=

    135

    65===

    =

    ( )( ) 3152

    1

    4

    313 .=

    =

    R, SAE 1022, (T AT 7)

    54=

    8105

    54.===

    774

    4

    4

    3

    810

    4

    2

    2

    .. =

    =

    =

    774.=

    F 381.

    2

    12

    21

    5

    +=

    21 2FF =

    ( ) ( ) =+ 21 222

    ( )( )( ) ( ) ( )652252222 22 =+

    .. 625 2 =

    2402 .=

    ( ) 48024021 .. ==

    ( ) ( )22

    22774

    5480 .. =

    +=

    lbskipsF 173,9173.9 ==

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    36/133

    SECTION 6 COMBINED STRESSES

    Page 36 of 133

    386. T 385, = 90.

    S:

    774.=

    51

    +=

    21 2 =

    ( ) ( ) ( ) =+ 2222 21

    ( )( )( ) ( ) ( )[ ]452252252222 22 =+ ...

    =225

    0402 .=

    0801 .=

    5080774

    +== ..

    00017,=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    37/133

    SECTION 6 COMBINED STRESSES

    Page 37 of 133

    387. T AISI 1020 , , I (AISI

    1020, ) AISI C1015,

    . T I .,

    ., = 8.5 ., = 11.5 . = 4.5 ., = 4 . F 2= 0,

    1 = 2.5 .

    S:

    4

    3=

    2

    1=

    58.=

    511.=

    54.=

    4=

    P, AISI 1020 S, , 48=

    R, AISI C1015, , ( ) 8376360 .. ==

    219

    52

    48.

    .===

    1215

    52

    837.

    .

    .===

    ( ) ( ) 6222

    1

    4

    3219 .. =

    ==

    6864

    3

    412154

    22

    .. =

    =

    =

    U

    6864

    3

    41215

    4

    22

    .. =

    =

    =

    02 = ,

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    38/133

    SECTION 6 COMBINED STRESSES

    Page 38 of 133

    22

    2

    32

    +

    =

    22

    2

    3

    54

    2

    4

    +

    =

    .

    52.=

    =

    3

    2

    =

    3

    2

    +=

    +

    3

    22

    31

    ( )

    ( )

    52

    3

    542

    5223

    5458

    2

    1.

    .

    ..

    .

    +=

    +

    8601 .=

    860

    1

    .

    =

    3

    =

    60052

    354.

    .

    . ==

    +

    +=

    32

    3

    1

    2

    122

    ( )6003860

    23860

    11

    2

    1

    2

    12 ...

    +

    +

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    39/133

    SECTION 6 COMBINED STRESSES

    Page 39 of 133

    13891 .=

    13891686 .. ==

    841 .= .

    388. T 387, 1= 0, 2 .

    S:

    686.=

    3

    2 +=

    ( )32

    =

    +

    =

    2

    32

    32

    ( ) ( )

    ( )

    +

    =

    3

    542

    522

    3

    542

    3

    54511

    2

    2.

    ....

    716702 .=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    40/133

    SECTION 6 COMBINED STRESSES

    Page 40 of 133

    2413

    71670.

    .=+=

    241686 .. =

    3875.=

    NORMAL STRESSES WITH SHEARDESIGN PROBLEMS

    389. T . L = 5 ., = 30,=1500 .; C1022, . () C

    (5.1), T. () A

    0.7, ()

    , () . () C

    .

    S:

    ()

    E. 51,6

    23

    = ,

    <

    4

    3

    [ ] = 0 ( ) ( ) ( ) ( ) +=+ 3392

    ( )( )( ) ( )( )( )2553015003301500318 . o

    o

    +=+

    9070318 =+

    39

    =

    3=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    41/133

    SECTION 6 COMBINED STRESSES

    Page 41 of 133

    907018 =+

    4477.=

    F C1022, , 00052,=

    6

    23

    =

    6

    000524477

    23

    ,. ==

    214480 .=

    S

    S 2

    1= , UNC, 214190 .=

    ()

    +=

    ( ) 76439000527014190

    4477,,.

    .

    .=+=

    ( )( )

    305214190

    33015003===

    .

    o

    ()

    M

    21222

    122

    200052

    3052

    00052

    76439

    2

    1

    +

    =

    +

    =

    ,,

    ,

    2931.=

    ()

    O

    2

    1222

    122

    300052

    3052

    00052

    76439

    3

    1

    +

    =

    +

    =

    ,,

    ,

    2961.=

    ()

    M = 39,764 .

    390. F , ( ) = 3,

    ( ); = 2.3 , = 0, = 17

    ., = 1 ., = 14 .; AISI 1015, . C ()

    , () , ()

    .

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    42/133

    SECTION 6 COMBINED STRESSES

    Page 42 of 133

    S:

    +=

    12

    5145151

    12

    ... +=

    12 093750 .=

    ( ) ( ) =++ 212

    ( ) ( ) ( )( )173251093750514512 11 ..... =++

    216511 .=

    216511 .==

    76670

    3

    32

    3

    ..===

    F AISI 4015, . 545

    .=

    ()

    M

    2

    122

    1

    +

    =

    ( ) 75225455050 .... ===

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    43/133

    SECTION 6 COMBINED STRESSES

    Page 43 of 133

    2

    122

    7522

    76670

    545

    21651

    3

    1

    +

    =

    .

    .

    .

    .

    212910 .=

    22

    129104

    .==

    40540.=

    8

    3=

    ()

    5869176670

    2

    21651

    2

    21651

    22

    2

    122

    1

    2

    2....

    =

    +

    +=

    +

    +=

    =

    1

    =

    3

    54558691 ..=

    210460 .=

    22

    104604

    .==

    3650.=

    83=

    ()

    27263

    545

    3.

    .===

    2

    12

    2726

    76670

    545

    21651

    3

    1

    +

    =

    .

    .

    .

    .

    2118740 .=

    22

    1187404

    .==

    38880.=

    8

    3=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    44/133

    SECTION 6 COMBINED STRESSES

    Page 44 of 133

    392. T 390, 2 . 1

    . .

    S:

    +=

    12

    514515112

    ... +=

    12 093750 .=

    ( ) ( ) 12 2093750251 .. =

    12 150 .=

    ( ) =++ 212

    ( ) ( ) ( )( )173251150162 11 ... =+

    213311 .=

    213311 .==

    76670

    3

    32

    3

    ..===

    F AISI 4015, . 545.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    45/133

    SECTION 6 COMBINED STRESSES

    Page 45 of 133

    ()

    M

    2

    1

    22

    1

    +

    =

    ( ) 75225455050 .... ===

    2

    122

    7522

    76670

    545

    21331

    3

    1

    +

    =

    .

    .

    .

    .

    212890 .=

    22

    128904

    .==

    40510.=

    8

    3=

    ()

    5843176670

    2

    21331

    2

    21331

    22

    2

    122

    1

    2

    2....

    =

    +

    +=

    +

    +=

    =

    1

    =

    3

    54558431 ..=

    210450 .=

    22

    104504

    .==

    36480.=

    8

    3=

    ()

    27263

    545

    3.

    .===

    2

    12

    2726

    76670

    545

    21331

    3

    1

    +

    =

    .

    .

    .

    .

    211860 .=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    46/133

    SECTION 6 COMBINED STRESSES

    Page 46 of 133

    22

    118604

    .==

    38860.=

    8

    3=

    393. T 390, A; = 8

    . T 12 . .

    S:

    2

    22

    36

    +=

    2

    22

    3

    5146

    += .

    7057.=

    32

    21

    =

    ( )1

    112 25461

    70573

    5142

    3

    2

    .

    .

    .=

    =

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    47/133

    SECTION 6 COMBINED STRESSES

    Page 47 of 133

    ( )

    +=

    3

    228 21

    ( )( ) ( ) ( )

    +=

    3

    51422546170572832 11

    ....

    668201 .=

    778707057

    66.

    . ===

    +

    +=

    32

    31

    2

    21

    2

    ( ) ( ) ( )778703

    32668202

    3

    3266820

    2

    22.

    ..

    ..

    +

    +=

    35361.=

    35361.==

    ()

    2

    122

    1

    +

    =

    F P 390.

    21651.

    =

    545.=

    7522.=

    3=

    2

    122

    7522

    35361

    545

    21651

    3

    1

    +

    =

    .

    .

    .

    .

    219570 .=

    22

    195704

    .==

    50.=

    2

    1=

    ()

    10235361

    2

    21651

    2

    21651

    22

    2

    122

    1

    2

    2....

    =

    +

    +=

    +

    +=

    =

    1

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    48/133

    SECTION 6 COMBINED STRESSES

    Page 48 of 133

    =

    3

    545102 ..=

    213850 .=

    22

    138504

    .==

    420.=

    16

    7=

    () ksisys 27.26=

    2

    12

    2726

    35361

    545

    21651

    3

    1

    +

    =

    .

    .

    .

    .

    217420 .=

    22

    174204

    .==

    4710.=

    2

    1=

    394. T SAE 1020, , SAE 1015,

    . T = 20 , = 7 ., = 60. L ( ) 2.() D . () C

    . () D

    . I

    ? G , . (N

    .)

    S:

    B: SAE 1020, , 48=

    R: SAE 1015, , 63=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    49/133

    SECTION 6 COMBINED STRESSES

    Page 49 of 133

    2=

    ()

    B.

    ( )( )

    += 2

    4

    4=

    ( )

    3335

    12

    43

    .==

    ( )( )( )

    3335

    276020

    4

    6020

    2

    48

    .

    oo+===

    2751.=

    4

    11=

    ()

    62

    12 =

    21 3 =

    ( ) ( ) ( )( ) ( )( )360602263 21 oo +=+ ( )( ) ( ) ( )( )( ) ( )( )( )360207602022633 22 oo +=+

    1022 .=

    ( ) 31610233 21 .. ===

    2

    5

    6020

    5===

    7749

    5

    6020316

    5

    601 ..=+=+=

    2

    1

    22

    1

    +

    =

    63=

    M. : ( ) 531635050 ... ===

    2

    122

    531

    2

    63

    7749

    2

    1

    +

    =

    .

    .

    233530 .=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    50/133

    SECTION 6 COMBINED STRESSES

    Page 50 of 133

    22

    335304

    .==

    6530.=

    4

    3=

    O ,

    37363

    63

    3.===

    2

    122

    3736

    2

    63

    7749

    2

    1

    +

    =

    .

    .

    232920 .=

    22

    329204

    .==

    64740.=

    4

    3=

    () S

    ( )

    =

    5

    51.= , 48=

    750.=

    20=

    ( )

    ==

    5

    ( )( )517505

    6020

    2

    48

    ..

    =

    8060.=

    8

    7= 2

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    51/133

    SECTION 6 COMBINED STRESSES

    Page 51 of 133

    A 2 7/8 .

    CHECK PROBLEMS

    396. () I 5/8 . , = 0, = 14 . =

    2 ., = 18 .,

    = 10 . () F , ,

    ( ).

    S:

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    52/133

    SECTION 6 COMBINED STRESSES

    Page 52 of 133

    +=

    12

    1822

    12

    +=

    12 10 .=

    ( ) ( ) =++ 212

    ( ) ( ) ( )( )14102101822 11 =++ .

    842531 .=

    ( )

    52512

    62504

    84253

    4

    22

    11 .

    .

    .====

    ( )

    86510

    62504

    3

    10

    433 22

    .

    .

    =

    =

    ==

    () ( )

    54112865102

    52512

    2

    2

    1

    222

    1

    2

    2

    ...

    =

    +

    =

    +

    =

    ( )

    80418865102

    52512

    2

    52512

    22

    2

    1

    222

    1

    2

    2

    ....

    =

    +

    +=

    +

    +=

    ()

    N B, , 48= .

    2

    122

    1

    +

    =

    M. ; ( ) 24485050 === ..

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    53/133

    SECTION 6 COMBINED STRESSES

    Page 53 of 133

    2

    122

    24

    86510

    48

    525121

    +

    =

    ..

    9141.=

    O ;

    71273

    483

    .===

    2

    122

    7127

    86510

    48

    525121

    +

    =

    .

    ..

    1232.=

    397. T , .

    . .

    S:

    +=12

    12

    +=

    1

    1

    2

    2

    +=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    54/133

    SECTION 6 COMBINED STRESSES

    Page 54 of 133

    1

    2

    1

    22

    +=

    11

    2

    2 04440750

    50

    182

    2 .

    .

    .=

    +=

    ( ) ( ) =++ 212

    ( ) ( ) ( )( )14102044401822 11 =++ .

    49231 .=

    ( )

    90437

    7504

    4923

    21

    1 .

    .

    .===

    ( ) ( )

    269

    5004

    7504

    2

    10

    2 2221.

    ..

    =

    +

    =

    +=

    () ( )

    068102692

    90437

    2

    2

    1

    222

    1

    2

    2

    ...

    =

    +

    =

    +

    =

    ( )

    02142692

    90437

    2

    90437

    22

    2

    1

    222

    1

    2

    2

    ....

    =

    +

    +=

    +

    +=

    ()

    2122

    1

    +

    =

    M. ; ( ) 24485050 === ..

    2

    122

    24

    269

    48

    904371

    +

    =

    ..

    3842.=

    O ;

    71273

    48

    3 .===

    2

    122

    7127

    269

    48

    904371

    +

    =

    .

    ..

    6842.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    55/133

    SECTION 6 COMBINED STRESSES

    Page 55 of 133

    398. W . ,

    C1015, = 3; = 0, = 1 , = 9, = 14,= 9, = 12 .? C . C

    .

    S:

    F , C1015, 63= .

    21=

    +

    51951

    21

    ..

    =

    +

    21 7 =

    o0=

    ( ) =++ 213

    ( )( ) ( ) ( )145195173 22 =++ ..

    063102 .=

    441707 21 .==

    ( )

    ===

    2

    1

    7504

    44170

    .

    .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    56/133

    SECTION 6 COMBINED STRESSES

    Page 56 of 133

    ( )

    56590

    7504

    44 2

    .

    .

    =

    ==

    2

    122

    1

    +

    =

    M. ; ( ) 531635050 ... ===

    2

    122

    531

    56590

    633

    1

    +

    =

    .

    .

    913.=

    O ;

    37363

    63

    3.===

    2

    1

    22

    3736

    56590

    633

    1

    +

    =

    .

    .

    15=

    399. T 2., UNC 20 .

    T = 12 , = 60, = 0; = 24 ., = 20 ., = 15 .; AISI C1137 . () W ? () W

    8 . 2 .

    2 . ? (S 5.9, .) () W

    ? () C

    , , .

    S:

    () =

    20.=

    2=

    = 20

    ( ) 22020 .=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    57/133

    SECTION 6 COMBINED STRESSES

    Page 57 of 133

    50=

    () o60=

    ( ) ( )( ) o60= ( ) ( )( )2060122024 o=

    30=

    +=

    =

    =

    F 2UNC2

    502 .= W = 3 .

    2512

    52.

    .==

    ( )

    534332

    34

    2

    .==

    ( )

    847

    53433251

    25130 .

    ..

    .=

    +=

    ()

    1423502

    84750

    ..

    .

    =

    +

    =

    +

    =

    16452

    6012.

    .

    ===

    o

    ( ) ksiss

    s3.1216.4

    2

    14.23

    2

    2

    1

    2

    22

    1

    2

    2

    =

    +

    =

    +

    =

    ( )

    87231642

    1423

    2

    1423

    22

    2

    1

    222

    1

    2

    2

    ....

    =

    +

    +=

    +

    +=

    () F C1137, , 55=

    =

    558723 =.

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    58/133

    SECTION 6 COMBINED STRESSES

    Page 58 of 133

    3042.=

    M S:

    50.=

    ( )5550312 .. =

    2362.=

    O ,

    75313

    55

    3.===

    2

    122

    1

    +

    =

    2

    122

    7531

    164

    55

    14231

    +

    = .

    ..

    2692.=

    400. T ., UNC ASTM

    A325, ; = 26 ., = 6 ., = 4 ., = 0. T

    0.6

    (= , 5.8, ). W () , ()

    ? W = 1.5

    HM ?

    S:

    F ASTM A325, HT, . UNC

    88=

    85=

    ( ) 51856060 === ..

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    59/133

    SECTION 6 COMBINED STRESSES

    Page 59 of 133

    2222

    2

    3

    6

    2

    4

    32

    +

    =

    +

    =

    832.=

    ()

    L , A

    ()

    L , A

    ( )3212

    =

    ( ) ( ) 111

    2 70750362

    832

    32

    .

    .===

    +=

    +

    3

    2

    3

    22 12

    ( )( )( ) ( ) ( )

    +=

    +

    3

    6226

    3

    62832707502 11 ..

    7531 .=

    143

    7533

    1 .. =+=+=

    F UNC, 214190 .=

    29

    14190

    14===

    .

    .

    51==

    B HM C.

    ( ) ( )2

    1

    2

    2

    21

    2

    1

    +

    +++

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    60/133

    SECTION 6 COMBINED STRESSES

    Page 60 of 133

    51==

    0=

    29=

    30.=

    ( ) ( )2

    1

    2

    2

    21

    2

    1

    +

    +++

    ==

    ( ) ( ) ( )2

    1

    22

    292

    5130151

    2

    301

    51

    88

    +

    ++

    = .

    .

    .

    630630 == .

    401. T , A . .

    S:

    21 334001 .== (3/4 UNC)

    2

    214190

    2

    .== (1/2 UNC)

    ( )321

    1

    2

    2

    =

    ( )( ) ( ) ( )[ ]362334008321419012

    ...

    =

    12 30060 .=

    +=

    +

    3

    2

    3

    22 12

    ( )( ) ( ) ( )

    +=

    +

    3

    6226

    3

    62832300602 11 ..

    26251 .=

    ( ) 582126253006030060 12 .... ===

    F UNC.

    653

    26253

    1 .. =+=+=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    61/133

    SECTION 6 COMBINED STRESSES

    Page 61 of 133

    81633400

    65.

    .

    .==

    F . UNC,

    2

    1

    2

    2

    22

    323

    +=

    70670832

    363.

    . ===

    ( ) ( ) ( )

    3671706703

    582123

    58212

    12

    2.... =

    +=

    6914190

    3671.

    .

    .==

    ()

    M. , .

    () M. , .

    816.=

    51==

    ( ) ( ) ( )2

    1

    2

    2

    8162

    5130151

    2

    301

    51

    88

    +

    ++

    ===

    ..

    .

    .

    1090091 == .

    NORMAL STRESSES WITH TORSION

    DESIGN PROBLEMS

    402. A 70,000

    ., 50,000 ., 25,000 . T 3

    . AISI C1030, . S

    , = 3.3. C

    .

    S:

    2

    2

    1

    +=

    = 000701 ,

    363 ==

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    62/133

    SECTION 6 COMBINED STRESSES

    Page 62 of 133

    = 32840 .=

    4

    2

    =

    22

    22304

    2840

    .

    .

    ==

    ( ) 222

    5144000702

    36223000070

    .,

    ., +=+=

    00025,=

    +=

    2

    =

    4

    2

    =

    64

    4

    =

    32

    324

    +=

    ( ) ( )3

    2

    2

    51440007032000254

    .,, ++=

    14720147138313132

    ++= ,,

    14728313101471323 ++=

    ,,

    ( )333

    6548254000501616

    ,,===

    F AISI C1030, , 0004747 ,==

    2

    122

    1

    +

    =

    M

    ( ) 50023523475050 ,... ====

    2

    1

    2

    3

    2

    23

    50023

    648254

    00047

    147283131014713

    33

    1

    +

    ++

    =

    ,

    ,

    ,

    ,,

    .

    B ,

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    63/133

    SECTION 6 COMBINED STRESSES

    Page 63 of 133

    1254.=

    O S

    1402714273

    47

    3,. ====

    21

    2

    3

    2

    23

    14027

    648254

    00047

    147283131014713

    33

    1

    +

    ++

    =

    ,

    ,

    ,

    ,,

    .

    B ,

    1254.=

    4

    14=

    403. T 402, 15 . D

    , .

    S:

    18015 ==

    ( ) 222

    63612000702

    180223000070

    .,

    ., +=+=

    00025,=

    +=

    32

    324

    +=

    ( ) ( )3

    2

    2

    636120007032000254

    .,, ++=

    798360147138313132

    ,,,++=

    798368313101471323

    ,,,++=

    M

    2

    1

    2

    3

    2

    23

    50023

    648254

    00047

    7983683131014713

    33

    1

    +

    ++

    =

    ,

    ,

    ,

    ,,,

    .

    B ,

    1255.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    64/133

    SECTION 6 COMBINED STRESSES

    Page 64 of 133

    O S

    2

    1

    2

    3

    2

    23

    14027

    648254

    00047

    7983683131014713

    33

    1

    +

    ++

    =

    ,

    ,

    ,

    ,,,

    .

    B ,

    06255.=

    4

    15=

    404. A , I II, 1 2,

    , AISI 1045, . I = 8 ., = 24 ., = 20

    ., = 2 , . T

    2.2

    . T A B , Q . D

    1 2.

    S:

    ( )( ) === 40202

    ==+ 4021

    21 =

    2

    22

    1

    11=

    3232

    42

    2

    41

    1

    =

    42

    2

    41

    1 248

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    65/133

    SECTION 6 COMBINED STRESSES

    Page 65 of 133

    4

    2

    121 3

    =

    ==+ 4021

    4013

    4

    2

    1

    2 =

    +

    +

    =

    13

    404

    2

    1

    2

    ( )

    +

    =

    +

    =

    13

    120

    13

    340

    4

    2

    1

    4

    2

    1

    4

    2

    1

    4

    2

    1

    1

    2==+ =

    248 =

    3=

    23 =+

    50.=

    51.=

    +

    =

    +

    ==

    13

    1920

    13

    12016

    16

    4

    2

    131

    4

    2

    1

    4

    2

    131

    4

    2

    1

    31

    1

    1

    ( )

    +

    =

    +

    ==

    13

    640

    13

    4016164

    2

    132

    4

    2

    132

    32

    2

    2

    ( )( )31

    31

    31

    31

    11

    384851323232

    ====

    .

    ( )( )3

    2

    3

    2

    3

    2

    3

    2

    22

    3842450323232

    ==== .

    F AISI 1045, , 55= ,

    22.=

    O S

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    66/133

    SECTION 6 COMBINED STRESSES

    Page 66 of 133

    2

    122

    1

    +

    =

    7531

    3

    55

    3

    .===

    2

    122

    1 11

    +

    =

    2

    12

    4

    2

    131

    4

    2

    12

    31

    137531

    1920

    55

    384

    22

    1

    +

    +

    =

    .

    .

    2

    12

    4

    2

    131

    4

    2

    12

    31

    13

    251922242

    22

    1

    +

    +

    =

    ..

    .

    2

    122

    2 21

    +

    =

    21

    2

    4

    2

    132

    2

    32

    137531

    640

    55

    384

    22

    1

    +

    +

    =

    .

    .

    2

    12

    4

    2

    132

    2

    32

    13

    42622242

    22

    1

    +

    +

    =

    ..

    .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    67/133

    SECTION 6 COMBINED STRESSES

    Page 67 of 133

    B ,

    T2

    1

    1 2 A2

    1

    1 2.268 1.820 1.25

    1.25 2.372 1.730 1.37

    1.37 2.398 1.714 1.401.40 2.403 1.712 1.40

    U 2

    121 = ,

    4

    312 =

    B 21 > , 2

    121=

    2532

    1231312 112 ... =

    ==+=

    2

    132 =

    405. T : =

    5 ., = ., = 10 . T AISI C1040, . T

    = 10,000 ., 1= 10,000 ., 2= 20,000 . U

    , = 2.5,

    .

    S:32840 .=

    22 22304

    2840 .. =

    =

    ( ) 2222

    15112

    102230

    2

    .

    .===

    B 1F

    ( ) ( )( )

    1142965091511500010323233

    2

    31

    1 +=+

    =+

    = ,.,

    B 2

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    68/133

    SECTION 6 COMBINED STRESSES

    Page 68 of 133

    ( )

    333

    22

    8591012

    10002032

    32

    ,,

    =

    ==

    T,

    ( )

    223

    46525000204

    ,,

    ==

    21 >

    213 +=

    332

    85910111429650946525

    ,,,++=

    1144652543740723

    ++= ,,

    ( )333

    93050000101616

    ,,===

    52.=

    2

    122

    1

    +

    =

    F AISI C1040, (F. AF 1) 48=

    M , ( ) 24485050 === ..

    2

    1

    2

    3

    2

    23

    00024

    93050

    00048

    11446525437407

    52

    1

    +

    ++

    =

    ,

    ,

    ,

    ,,

    .

    952.=

    O S

    71273

    48

    3.===

    2

    1

    2

    3

    2

    23

    71027

    93050

    00048

    11446525437407

    52

    1

    +

    ++

    =

    ,

    ,

    ,

    ,,

    .

    952.=

    03.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    69/133

    SECTION 6 COMBINED STRESSES

    Page 69 of 133

    406. T , 2= 0.

    S

    02 =

    02 = , 03 =

    11429650931

    +== ,

    393050

    ,=

    52.=

    M , ( ) 24485050 === ..

    2

    1

    2

    3

    2

    3

    00024

    93050

    00048

    114296509

    52

    1

    +

    +

    =

    ,

    ,

    ,

    ,

    .

    3=

    O S

    71273

    48

    3.===

    2

    1

    2

    3

    2

    3

    71027

    93050

    00048

    114296509

    52

    1

    +

    +

    =

    ,

    ,

    ,

    ,

    .

    9972.=

    03.=

    CHECK PROBLEMS

    407. T : =

    2 ., = 4 ., = ., = 2 ., = 6 ., = 8 ., = . T

    = 8000 . 1 = 8000 ., 2 = 16,000 . D

    , : () A

    B (= 45), () M N, () G.

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    70/133

    SECTION 6 COMBINED STRESSES

    Page 70 of 133

    S:

    B 2 :

    ( )( )

    ( )

    27915

    2

    75000016323233

    22 ,

    .,===

    T

    ( )

    ( )

    5093

    2

    000164422

    23 ===

    ,

    B 1

    3

    2

    1

    1

    232

    +

    =

    .

    ( )

    ( )

    5093

    2

    8000161633

    ===

    ( ) 8920222302230 22 ... ===

    (A) 628 ===

    ( )( ) ( )

    ( ) 76440

    2

    2

    689204800032

    3

    2

    1 ,

    .

    =

    +

    =

    A

    ( ) ( ) 11423452791576440509345213 ,,, =+=+= oo

    M. S

    ( ) 629125093211423

    2

    2

    1

    2

    22

    1

    2

    2

    ,, =

    +

    =

    +

    =

    M. N

    ( )

    1862450932

    11423

    2

    11423

    22

    2

    1

    222

    1

    2

    2

    ,,,

    =

    +

    +=

    +

    +=

    O S S

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    71/133

    SECTION 6 COMBINED STRESSES

    Page 71 of 133

    ( ) ( ) ( )[ ] 6621150933114233

    23

    3

    22

    122

    2

    122 ,, =+=+=

    A B:

    ( ) ( ) 92812509345279157644045 321 ,,, === oo

    M. S

    ( )

    822950932

    92812

    2

    2

    1

    2

    22

    1

    2

    2

    =

    +

    =

    +

    =

    ,

    M. N

    ( )

    6931450932

    92812

    2

    92812

    22

    2

    1

    222

    1

    2

    2

    ,,,

    =

    +

    +=

    +

    +=

    O S S

    ( ) ( ) ( )[ ] 37875093392812323322

    1

    222

    1

    22 ,, =+=+=

    (B)

    7574

    18 .===

    ( )( ) ( )

    ( ) 77840

    2

    2

    75789204800032

    3

    2

    1 ,

    ..

    =

    +

    =

    M

    5923027915778405093213 ,,, =+=+=

    M. S

    ( )

    1221650932

    59230

    2

    2

    1

    222

    1

    2

    2

    ,,

    =

    +

    =

    +

    =

    M. N

    ( )

    4183150932

    59230

    2

    59230

    22

    2

    1

    2

    22

    1

    2

    2

    ,,,

    =

    +

    +=

    +

    +=

    O S S

    ( ) ( ) ( )[ ] 009155093359230323

    32 21222

    122 ,, =+=+=

    A N:

    4062050932791577840321 ,,, ===

    M. S

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    72/133

    SECTION 6 COMBINED STRESSES

    Page 72 of 133

    ( )

    4031150932

    40620

    2

    2

    1

    2

    22

    1

    2

    2

    ,,

    =

    +

    =

    +

    =

    M. N

    ( ) 606215093240620

    240620

    22

    2

    1

    2

    22

    1

    2

    2

    ,,, =

    +

    +=

    +

    +=

    O S S

    ( ) ( ) ( )[ ] 4801050933406203

    23

    3

    22

    122

    2

    122 ,, =+=+=

    (C) A G.

    628 ===

    ( )( ) ( )

    ( )

    74640

    2

    2

    289204800032

    3

    2

    1 ,

    .

    =

    +

    =

    ( ) ( ) 82617302791574640509330213 ,,, =+=+= oo

    M. S

    ( )

    2651050932

    82617

    2

    2

    1

    222

    1

    2

    2

    ,,

    =

    +

    =

    +

    =

    M. N

    ( )

    1781950932

    82617

    2

    82617

    22

    2

    1

    222

    1

    2

    2

    ,,,

    =

    +

    +=

    +

    +=

    O S S

    ( ) ( ) ( )[ ] 937650933826173

    23

    3

    22

    122

    2

    122

    =+=+= ,

    411. A 4. 20 . T 2/3

    ; AISI 8630, WQT 1100 F, =3. U

    2000 ?

    S:

    F AISI 8630, WQT 1100F, 125=

    23432

    +=

    3

    16

    =

    3

    2=

    20=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    73/133

    SECTION 6 COMBINED STRESSES

    Page 73 of 133

    4=

    ( )

    ( )

    ( )59155110610

    4

    204

    4

    3

    232

    23 .. +=+

    =

    ( )

    079604

    16

    3 .==

    B .

    ( ) 5621255050 ... ===

    2

    122

    1

    +

    =

    2

    122

    562

    07960

    125

    59155110610

    3

    1

    +

    +=

    .

    ...

    == 000213213 ,

    ( )( )

    6762

    00063

    2000000213

    00063===

    ,

    ,

    ,

    412. T 411, 2 .

    S:

    ( ) ( )2244432

    +

    =

    ( )

    ( ) ( )[ ]

    ( )

    ( ) ( )[ ] 612212520524204

    524

    43

    232

    2244 ....+=

    +

    =

    ( )( )

    ( ) ( )[ ]

    09390

    524

    416164444

    ..

    =

    =

    =

    2

    122

    1

    +

    =

    2

    1

    22

    562

    09390

    125

    612212520

    3

    1

    +

    +=

    .

    ...

    ==

    000177177 ,( )( )

    561900063

    2000000177

    00063===

    ,

    ,

    ,

    413. A , , AISI 4130, OQT 1100 F, OD 3 . ID 2

    . I 1500 1200 ,

    40,000 . = 10 .

    T 10 . U ,

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    74/133

    SECTION 6 COMBINED STRESSES

    Page 74 of 133

    () , () ,

    () . () A N

    .

    S:

    F , AISI 4130, WQT 1100F,

    114= (T AT 7)

    ( )

    === 75078

    1200

    15000006300063,

    ,,

    4

    13=

    2

    12=

    ( ) ( ) ( )[ ] 9620522534

    28404

    28402222 ..... =

    =

    =

    8

    2

    1

    += (T AT 8)

    12010 ==

    ( ) =+= 73241

    8

    120962000040

    2

    ,.

    ,

    ( ) ( )2244432

    +

    =

    ( )( )

    ( ) ( )[ ]( )

    ( ) ( )[ ] 00022

    52253

    000104

    52253

    25373241322244

    ,..

    ,

    ..

    .,=

    +

    =

    ( )( )( )

    ( ) ( )[ ]

    97817

    52253

    2537507816164444

    ,..

    .,=

    =

    =

    (A) ( ) 07621978172

    00022

    2

    2

    1

    222

    1

    22

    ,,,

    =

    +

    =

    +

    =

    (B) ( )

    07632978172

    00022

    2

    00022

    22

    2

    1

    2

    22

    1

    2

    2

    ,,,,

    =

    +

    +=

    +

    +=

    (C)( )

    704207621

    1145050.

    .

    ..====

    554307632

    114.

    .===

    (D)

    2

    122

    1

    +

    =

    82653

    114

    3.===

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    75/133

    SECTION 6 COMBINED STRESSES

    Page 75 of 133

    2

    122

    8265

    97817

    114

    0221

    +

    =

    .

    ..

    992.=

    VARING STRESSES COMBINEDDESIGN PROBLEMS

    414. T F ( )

    424.2 . 141.4 .; = 20 ., = 15 ., 2= 1.21, =

    0.1251, = 45; SAE 1040, 10% ,

    = 1.5. C 1 S

    ; .

    S:

    F SAE 040, 10% W

    54=

    85=

    5741

    1

    85

    54

    .==

    5741

    1

    .==

    850.=

    S R FW 12501 .==

    2112 .==

    F. AF 12

    541.=

    271.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    76/133

    SECTION 6 COMBINED STRESSES

    Page 76 of 133

    A 1=

    ( ) ( )( ) =+=+= 11111

    541.=

    271.=

    F:

    2424. =

    4141. =

    ( ) ( ) 4141414124242

    1

    2

    1... ==+=

    ( ) ( ) 8282414124242

    1

    2

    1... =+==

    22 22304

    2840 .. =

    =

    22

    22

    1

    +=+=

    ( )( ) ( ) 2

    22

    64428282

    202330204141

    .

    .. +=+=

    ( )( ) ( ) 2

    22

    64456562

    202330208282

    .

    .. +=+=

    ( ) =

    ( )( )( ) == 150015454141 o. ( )( )( ) == 300015458282 o.

    3

    32

    =

    ( )

    4548062864428283233

    2

    +=+

    = ,.

    ( )

    4546125764456563233

    2

    +=+

    = ,.

    3

    16

    =

    ( )33

    7640150016

    ==

    ( )33

    28015300016

    ,==

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    77/133

    SECTION 6 COMBINED STRESSES

    Page 77 of 133

    +=

    333

    6842728015

    850

    2717640

    5741

    1

    ,,

    .

    .

    .=

    +

    =

    +=

    111168112245461257

    850

    54145480628

    5741

    1333

    +=

    +

    +

    +=

    ,,

    .

    .,

    .

    2

    122

    1

    +

    =

    ns

    es

    n

    e

    s

    s

    s

    s

    N

    M , ( ) 00027000545050 ,,.. ===

    2

    1

    2

    3

    2

    3

    00027

    68427

    00054

    1111681122

    51

    1

    +

    +

    =

    ,

    ,

    ,

    ,

    .

    16

    9156251 == .

    O S.

    177313

    00054

    3,

    ,===

    2

    1

    2

    3

    2

    3

    17731

    68427

    00054

    1111681122

    51

    1

    +

    +

    =

    ,

    ,

    ,

    ,

    .

    551.=

    16

    91=

    8

    51=

    417. A , SAE 1045, ,

    1600 600 . T

    40,000. D = 3

    . S . U S

    .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    78/133

    SECTION 6 COMBINED STRESSES

    Page 78 of 133

    S:

    F SAE 1045, , 59= , 96=

    4850 == .

    2291

    1

    59

    48

    .===

    A 1==

    2=

    F :

    0=

    =

    ( ) ( )

    =+=+= 10

    2291

    1

    .

    ( )( )( )

    ( )[ ] 3444432554

    2

    2000403232

    ,,=

    =

    ==

    F :( )

    === 000168

    600

    16000006300063,

    ,,

    +=

    0=

    =

    ( )( )( )

    ( )[ ] 3444482592

    2

    200016816

    2291

    116

    2291

    1

    ,,

    ..=

    =

    ==

    M , ( ) 00024000485050 ,,.. ===

    2

    12

    3

    2

    300024

    82592

    00048

    32554

    51

    1

    +

    =

    ,

    ,

    ,

    ,

    .

    2952.=

    252.= , 542 .==

    O S.

    713273

    00048

    3,

    ,===

    2

    1

    2

    3

    2

    3 71327

    82592

    00048

    32554

    51

    1

    +

    =

    ,

    ,

    ,

    ,

    .

    202.=

    252.= , 542 .==

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    79/133

    SECTION 6 COMBINED STRESSES

    Page 79 of 133

    S S 4

    12= ,

    2

    14=

    418. A

    30 15 30 ,

    25 15 25 ;

    40 ; AISI 2340, OQT 1000 F; = 1.5. D

    () ; () .

    S:

    F AISI 2340, OQT 1000F. ksisy 120= , ksisu 137=

    ( ) ksiss un 5.681375.05.0 ===

    7521

    1

    120

    568

    .

    .===

    A 1==

    ( ) =+= 52215302

    1.

    ( ) == 5715302

    1.

    ( ) =+= 2015252

    1

    ( ) == 515252

    1

    ( ) ( )232323

    5122940452232432

    +=+=+=

    .

    ( )333

    76573232

    ===

    .

    ( )333

    102201616

    ===

    ( )333

    52551616

    .===

    23323

    2922076

    850

    151229

    7521

    1

    +=

    +

    +=+= ..

    333

    88525

    850

    1102

    7521

    1

    =

    +

    =+=

    .

    ..

    () M , ( ) 25345685050 .... ===

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    80/133

    SECTION 6 COMBINED STRESSES

    Page 80 of 133

    2

    1

    2

    3

    2

    23

    2534

    88

    568

    29220

    51

    1

    +

    +

    =

    ...

    931.=

    2= ,

    O S.

    55393

    568

    3.

    .===

    2

    1

    2

    3

    2

    23

    5539

    88

    568

    29220

    51

    1

    +

    +

    =

    ...

    inD 909.1=

    inD 2=

    419. T ,

    .

    S:

    61.=

    31.=

    23323

    2927476

    850

    6151229

    7521

    1

    +=

    +

    +=+=

    .

    .

    .

    333

    97525

    850

    31102

    7521

    1

    =

    +

    =+=

    .

    .

    .

    .

    () M , ( ) 25345685050 .... ===

    2

    1

    2

    3

    2

    23

    2534

    97

    568

    29274

    51

    1

    +

    +

    =

    ...

    042.=

    2=

    () O S.

    55393

    568

    3.

    .===

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    81/133

    SECTION 6 COMBINED STRESSES

    Page 81 of 133

    2

    1

    2

    3

    2

    23

    5539

    97

    568

    29274

    51

    1

    +

    +

    =

    ...

    022.= 2=

    CHECK PROBLEMS

    420. A 2. AISI 1144, , 200 600

    . I , = 4.62 = 1.68

    . C

    .

    S:

    F AISI 1144, E T, , 83= , 118=

    ( ) 591185050 === ..

    4071

    1

    83

    59

    .==

    ( )( ) == 211012. , ( )( ) == 81610681 ..

    ( )

    ==== 2100021

    600

    2000006300063,

    ,,

    T AT 13

    02.= , 61.=

    +=

    0= , 0=

    =

    ( )( )

    842

    2

    8163202

    3233

    ..

    . =

    =

    ==

    +=

    = ,

    0=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    82/133

    SECTION 6 COMBINED STRESSES

    Page 82 of 133

    ( )

    ( )

    59

    2

    2116

    4071

    11633

    ..

    =

    =

    ==

    M , ( ) 529595050 ... ===

    2

    1

    221

    +

    =

    2

    122

    529

    59

    59

    8421

    +

    =

    .

    ..

    26.1=N

    O S. ( ) psiss nns 05.3459577.0577.0 ===

    2

    122

    05.34

    5.9

    59

    8.421

    +

    =N

    261.=

    421. I (), = 3000 . ; = 16 ., =

    12 ., = 7 . T = 2500 .

    . T

    1. , UNC , AISI C1137, ,

    4600 . T 2 . ()

    C , ()

    ( ),

    .

    S:

    F AISI C1137, , 50= , 85=

    ( ) 542855050 ... ===

    82.= (T AT 12)

    17651

    1

    50

    542

    .

    .===

    20.=

    ( )( )1204600 .=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    83/133

    SECTION 6 COMBINED STRESSES

    Page 83 of 133

    2300023 == ,

    F 1 , UNC26060 .=

    N: 51.=

    +=

    = ,

    =

    ( )25540

    514

    6060

    6060

    2

    .

    ..

    .=

    +

    =+

    =+

    33000 ==

    522500 .==

    ()

    V, M E = 0, >

    ( ) ( )( ) +=

    ( ) ( )( )75203712 .. +=

    77. =

    ( ) ( )( ) =

    ( ) ( )( )75203712 .. =

    70. =

    ( )( ) 9712554077 ... ==

    ( )( ) 1802554070 ... ==

    972497123 .. =+=+=

    182318023 .. =+=+=

    ( ) ( ) 124182397242

    1

    2

    1... =+=+=

    ( ) ( ) 90182397242

    1

    2

    1... ===

    839

    6060

    124.

    .

    .===

    51

    6060

    90.

    .

    .===

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    84/133

    SECTION 6 COMBINED STRESSES

    Page 84 of 133

    +=

    1

    82.= , 850.= , F = 0.80

    ( )( )( ) 928542800850 .... ==

    ( )

    928

    5182

    50

    8391

    .

    ...+=

    061.=

    () H:

    ( ) =

    ( ) ( )( )73712 =

    24.=

    ( )( ) 07312554024 ... ==

    124073123 .. =+=+=

    839

    6060

    124.

    .

    .===

    =

    0=

    ( )

    83330839

    17651

    1..

    .=+=+=

    S:

    0=

    ( ) 522

    1. ==

    0=mss

    134

    6060

    52.

    .

    .===

    ( )( )

    864

    850

    134010 .

    .

    ..=+=+=

    2

    122

    1

    +

    =

    ( ) 25215425050 .... === ,

    2122

    2521

    864

    542

    83331

    +

    =

    .

    .

    .

    .

    211.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    85/133

    SECTION 6 COMBINED STRESSES

    Page 85 of 133

    422. T , (), 0 3 . T

    A B . T AISI 1045,

    ; 1= 2, 2= 2.5, = 15, = 10, = 20 . F ,

    . D

    . I

    I II. W 100% ?

    S:

    =

    ( )( ) == 45153

    =+ 4521

    21=

    42

    2

    41

    1

    =

    ( )

    ( )

    ( )

    ( )42

    4

    1

    52

    20

    2

    10

    .

    =

    21 81920 .=

    =+ 4581920 22.

    kipsinT = 74.242

    ( ) === 272074248192081920 21 ....

    ( ) ==== 141027202

    1

    2

    1111 ..

    ( ) ==== 371274242

    1

    2

    1222 ..

    3

    16

    ==

    ( )

    ( )

    466

    2

    1410161633

    1

    111 .

    .====

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    86/133

    SECTION 6 COMBINED STRESSES

    Page 86 of 133

    ( )

    ( )

    034

    52

    3712161633

    2

    222 .

    .

    .====

    3==+

    =

    ( ) ( )2010 = 2=

    32 =+

    1=

    2=

    ( )( ) ==== 20102

    == 20

    === 102

    1

    332

    ==

    ( )

    ( ) 7312

    2

    1032311

    .===

    ( )

    ( ) 526

    52

    1032322

    ..

    ===

    U (1)

    466.= , 7312.=

    466.= , 7312.=

    1150 .=

    1501

    .=

    , 251

    02

    52

    1

    2 ..

    .===

    51.= , 251.= (F AF 12)

    ( ) 3002150150 1 ... ===

    9680

    30

    0101

    1

    1

    1.

    .

    . =

    +

    =

    +

    =

    ( ) ( ) 48411151968011 ... =+=+=

    ( ) ( ) 242111251968011 ... =+=+=

    P K

    61.= , 31.=

    N

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    87/133

    SECTION 6 COMBINED STRESSES

    Page 87 of 133

    ( )( )( ) 912001614841 .... ==

    ( )( )( ) 312001312421 .... ==

    F AISI 1045, , 59= , 96=

    4850 == .

    2291

    1

    59

    48

    .===

    850.= , 850.=

    ( )( ) ( )

    ( )

    ( )( )

    8443

    850850

    7312917312

    2291

    1.

    ..

    ...

    .=+=+=

    ( )( ) ( )

    ( )

    ( )( )

    8816

    850850

    46631466

    2291

    1.

    ..

    ...

    .=+=+=

    M , ( ) 24485050 === ..

    2

    122

    1

    +

    =

    2

    122

    24

    8816

    48

    84431

    +

    =

    ..

    870.=

    O S. ( ) 7274857705770 ... ===

    2122

    727

    8816

    48

    84431

    +

    =

    .

    ..

    910.=

    N 100% , < 100.

    423. A , . A .

    AB. T 2 0 5 ,

    . A = 8

    ; = 2, 2= 2.5, = 2, = 5, = 0.5, = . T AISI C1040, .

    W 1 2.5 ? A 2

    .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    88/133

    SECTION 6 COMBINED STRESSES

    Page 88 of 133

    S:

    AISI C1040, , 48= (F. AF 1), 80=

    4050 == .

    21

    1

    48

    40

    .==

    F : 12502250 .. ==

    22.=

    , 61.=

    010.= ()

    12502

    250.

    .==

    9260

    1250

    0101

    1

    1

    1.

    .

    . =

    +

    =

    +

    =

    ( ) ( ) 1121122926011 ... =+=+=

    ( ) ( ) 5611161926011 ... =+=+=

    A

    213 +=

    B 2 :

    ==2

    ( )( )

    ( ) ( )( )

    044

    6

    2250

    32

    2

    505

    632

    2323

    22 .

    .

    .=

    =

    =

    ( )

    ( ) ( )( )

    8912250

    4

    2

    5

    4

    22

    2

    3 ..

    =

    =

    =

    ( )( )

    ( ) ( )( )123

    1

    23

    11 088

    6

    2250

    32

    2

    5

    632

    .

    .=

    =

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    89/133

    SECTION 6 COMBINED STRESSES

    Page 89 of 133

    ( )

    ( ) ( )( )

    705

    6

    2250

    16

    2

    8

    616

    2323 .

    .=

    =

    =

    152088044088891 11213 ..... =+=+=

    11 088 . ==

    ( ) ( ) 0810881520880882

    1

    2

    1111 ..... =+=+=

    ( ) ( ) 0811520880882

    1

    2

    111 .... =+==

    781746 1 .. =

    +=

    =

    0=

    ( ) 7547521

    1..

    .==

    52.=

    O S T

    ( )

    082340577057703

    ... ====

    2

    122

    1

    +

    =

    2

    1

    22

    1

    0823

    754

    40

    781746

    52

    1

    +

    =

    .

    ...

    .

    321 .=

    POWER SCREWS

    424. D , ,

    5 . T 18 . T AISI C1035,

    , 3.3 .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    90/133

    SECTION 6 COMBINED STRESSES

    Page 90 of 133

    S:

    AISI C1035, , 55=

    616

    33

    55.

    .===

    ( )( ) 1025 == 2

    60340616

    10

    .

    .===

    22

    603404

    .==

    8760.=

    1 , 0001.=

    18=

    362 ==

    ( ) 125000018

    1

    8

    1.. ===

    402881250

    36>==

    .

    T:

    ( )104

    55

    0003022 21

    22

    1

    2

    =

    =

    =

    ,

    U , E 104>

    2

    2

    =

    ( )2

    62

    3633

    103000010

    .,

    =

    14444064

    4

    .==

    311.=

    1 , 4001.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    91/133

    SECTION 6 COMBINED STRESSES

    Page 91 of 133

    425. () F ,

    1800 ? () C . L

    . D

    . () W

    ? I 150

    . , ?

    S:

    ()

    T/ = 2.5

    401.=

    4052

    1.

    .==

    1=

    ( ) 57514017512

    1... =+=

    ( )o

    6245751

    4001 ..

    . =

    =

    15.0=f

    150. == o538.=

    ( )

    ( )

    +

    =

    ( )

    ( )401751

    624538000101800

    ..

    ..,

    +=

    3016.=

    3216243016 ... === o

    51.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    92/133

    SECTION 6 COMBINED STRESSES

    Page 92 of 133

    () A ASTM 20. 32= , 20= , 5=

    465

    32.==

    4520 ==

    =

    ( )51

    1046

    ..

    =

    330.=

    33041 .. >=

    4

    3

    1=

    U .

    M: M, .

    () 8

    7= (B )

    ( ) ( )( )

    ( )

    =+=+= 8416245382

    575110

    2...

    .

    =

    150150 .==

    150841 .. =

    312.=

    426. A , 1 . , 6000 . T

    AISI C1022, ,

    0.15. T 15 . () C

    = ,

    . () I ,

    . W

    ? () W 20.

    ? () F

    500 . () W

    ?

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    SECTION 6 COMBINED STRESSES

    Page 93 of 133

    S:

    F T AT 7,

    AISI C1022, , = 52

    = 6000 = 6

    F 1 , = 1.0 , T/. = 3.5

    = 0.15

    ()

    W = = 15

    ( ) 1250018

    1

    8

    1.. ===

    1201250

    15==

    .

    T AISI C1020;

    ( )

    10752

    0003022 21

    22

    1

    2

    =

    =

    =

    ,

    U , E 107>

    ( )2

    2

    ==

    ( )2

    2

    ==

    E

    2

    4

    ==

    ( )

    ( ) 647

    01

    642

    ..

    ==

    D

    ( )2

    2

    =

  • 7/25/2019 Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 94 of 133

    ( )

    ( )2

    2

    120

    00030647

    ,.

    =

    692.=

    () W = 2= 30

    240125030 ==.

    T AISI C1020;

    ( )107

    52

    0003022 21

    22

    1

    2

    =

    =

    =

    ,

    U , E 107>

    ( )2

    2

    ==

    ( )2

    2

    ==

    E

    2

    4

    ==

    ( )

    ( ) 647

    01

    642

    ..

    ==

    D

    ( )2

    2

    =

    ( )

    ( )2

    2

    240

    00030647

    ,.

    =

    6730.=

    () F 20. =

    ( )+= 2

    2857053

    1.

    .===

    ( ) 125100125121 ... =+=

    ( )o

    6241251

    2857011 ..

    . ===

    150. == o538.=

    6000=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    95/133

    SECTION 6 COMBINED STRESSES

    Page 95 of 133

    ( )+== 2

    ( ) ( )

    ( )6245382

    1251600020 ..

    .+=

    4339.=

    ()

    L= = 500 , = 6000 , = 1.25 , = 1.00 .

    = , = .

    ( )

    22

    4

    =

    ( )

    ( ) ( )[ ] 22 00125160004

    500..

    =

    27=

    T

    ( )( ) 772857027 .. ===

    () T .

    ( )= 2

    ( )( )( )624538

    2

    12516000..

    .=

    .. = 7230

    427. A , 2 . , 24,000 .

    . T 16 .

    AISI C1040, . () W

    ? I ? () W = 0.15? () W ? () W

    ?

    S:

    F 2 . , = 2 , = 1.612 , T/. = 2.25 T 8.1

    W = 24,000 = 24 , = 16

    ()

    F , = = 16 .

    F AISI C1040, , F AF1, = 47.5

    T,

    ( ) 2015061218

    1

    8

    1.. ===

    ( )112

    547

    0003022 21

    22

    1

    2

    =

    =

    =

    .

    ,

    T

    11247920150

    16

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    96/133

    SECTION 6 COMBINED STRESSES

    Page 96 of 133

    ( )

    =

    2

    2

    41

    ( )

    =

    2

    2

    2

    4

    1

    4

    ( )

    ( ) ( )

    ( )

    =

    000304

    47954716121

    244

    2

    22

    ,

    ...

    7415.=

    037415

    547.

    .

    .===

    ()

    T

    ( )+= 2

    44450252

    1.

    .===

    ( ) 806161210022

    1... =+=

    ( )o484

    8061

    4445011.

    .

    . ===

    150. == o

    538.= 00024,=

    ( )+= 2

    ( )( )484538

    2

    806100024..

    .,+=

    = 5008

    ()

    T .

    ( )=

    2

    ( )( )484538

    2

    806100024..

    .,=

    . =1535

    428. () A 2., 20 . A

    0.10 0.15.

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    97/133

    SECTION 6 COMBINED STRESSES

    Page 97 of 133

    W ? W ? W

    ? () T ()

    . () T () .

    S:

    T 8.1, 2 . , = 2 , = 1.612 , T/ = 2.25

    () S? A T .

    ( ) 806161210022

    1... =+=

    44450252

    1.

    .===

    ( )o484

    8061

    4445011.

    .

    . ===

    I= 0.10

    100. == o715.=

    I = 0.15

    150. == o538.=

    S , .

    ( )+= 2

    20=

    ( )+= 2

    ( )( )484538

    2

    806120..

    .+=

    = 1734.T .

    ( )= 2

    ( )( )484538

    2

    806120..

    .=

    .. = 2791

    () S? A T .

    88890252

    22 .

    .===

    ( )o9048

    8061

    8889011 ..

    . ===

    I= 0.10

    100. == o715.=

    I= 0.15

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    98/133

    SECTION 6 COMBINED STRESSES

    Page 98 of 133

    150. == o538.=

    S , .

    ( )+= 2

    20=

    ( )+= 2

    ( )( )9048538

    2

    806120..

    .+=

    = 6715.

    T = 0

    ()

    S? A T .

    33331252

    33 .

    .===

    ( )o22413

    8061

    3333111.

    .

    . ===

    I= 0.10

    100. == o715.=

    I= 0.15

    150. == o538.=

    S , .

    ( )+= 2

    20=

    ( )+= 2

    ( )( )22413538

    2

    806120..

    .+=

    = 2077.

    T = 0

    429. T 8.23, . A

    50%.

    S:

    ( )

    +

    +=

    F ,> , + > 2T,

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    99/133

    SECTION 6 COMBINED STRESSES

    Page 99 of 133

    2

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    100/133

    SECTION 6 COMBINED STRESSES

    Page 100 of 133

    4

    2

    =

    64

    4 =

    2

    =

    =

    ( )

    64

    2442

    +=

    U T T AT 18:

    ( )

    115522===

    .

    ( ) ( )( )32

    352325243813

    ... +=

    B D = 1.92

    09086921

    11.

    .==

    T AT 18: = 1.152

    ( )

    ( )

    ( )( )( )

    ( ) 38133013

    921

    352152132

    921

    52432

    ...

    ..

    .

    .=+=

    U D = 2 .

    () R .

    431. T , 3; .

    S:

    () T AT3. W 2014 T6

    810518 = @

    60=

    A 106

    32

    324

    +=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 101 of 133

    090610

    .

    =

    090

    8

    6

    105

    1018

    .

    =

    4931.=

    W .

    ( ) 77264931850850 .... ===

    3813

    2

    7726.

    .===

    E:

    +=

    ( ) 233 ===

    ( ) 433

    25212

    3

    12

    .===

    51502

    .. ===

    =

    ( )( )42

    252

    51

    3

    .

    .+=

    U T T AT 18:

    ( )

    3

    11115522==== .

    ( )( )32

    51

    352

    3

    523813

    .

    ... +=

    B = 0.787

    ( )664

    78703

    11.

    .==

    T AT 18: = 1.1736

    ( )

    ( )( )( )

    ( ) 3813

    787051

    35217361

    78703

    5232

    ...

    ..

    .

    .=+=

    U = 7/8 . = 3 = 2 5/8

    ()

    R .

    432. A = 2500 .

    ;

    1 . () D

    32513

    .+=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 102 of 133

    = 2 S , AISI 4130,

    WQT 1100 F. () C .

    S:

    ()

    F AISI 4130, WQT 1100 F, T AT 7

    = 114 , = 127 , = /2

    ( )2850850 .. === S :

    +=

    1

    2

    ==

    01.=

    ( )2850

    2

    2

    1

    .

    +=

    +=

    850

    1

    2

    11

    .

    ( ) ( )

    +=

    127850

    1

    1142

    1

    2

    1

    .

    6336.=

    F

    +=

    51.=

    ( ) 2224

    ==

    522500 .==

    ( ) +=

    ( )

    464

    2 44

    ==

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    103/133

    SECTION 6 COMBINED STRESSES

    Page 103 of 133

    T AT 18,

    +=

    +=

    +=

    51.

    S:

    ( )( )45152526336 42

    ++= ....

    ( )32

    5110526336

    ++=

    ...

    B : = 0.633

    3736330

    633051.

    .

    ..=

    +=

    , 2931.=

    ( )

    ( )( )

    ( )32 6330

    633051293110

    6330

    526336

    .

    ...

    .

    ..

    ++==

    60366336 .. =

    U = 11/16 = 0.6875

    D = 2 = 1.375 = 1 3/8

    () S .

    = = 114

    +=

    ( )( )

    4

    51114

    42

    ++=

    .

    ( )( )32

    51114

    ++=

    .

    18368750

    6875051 ..

    .. =+= , 3121.=

    ( )

    ( )( )

    ( )32 68750

    68750513121

    68750114

    .

    ...

    .

    ++=

    7132.=

    433. T 432, 100,000

    .

  • 7/25/2019 Section 6 - Combined Stresses.pdf

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    SECTION 6 COMBINED STRESSES

    Page 104 of 133

    S:

    ()

    F AISI 4130, WQT 1100 F, T AT 7

    = 114 , = 127 , = /2

    A 100,000

    ( ) ( )

    51690000100

    102850

    102850

    0850608506

    .,

    ..

    ..

    =

    =

    =

    S :

    +=

    1

    2

    ==

    01.=

    51690

    2

    2

    1

    .+=

    +=

    033811

    211

    .

    ( ) ( )

    +=

    12703381

    1

    1142

    1

    2

    1

    .

    6641.=

    F

    +=

    51.=

    ( ) 2224

    ==

    522500 .==

    ( ) +=

    ( )

    464

    2 44

    ==

    T AT 18,

    +=

    +=

    +=

    51.

    S:

    ( )( )

    4

    5152526641 42

    +

    +=

    ....

    ( )32

    5110526641

    ++=

    ...

    B : = 0.601

    536010

    601051.

    .

    ..=

    +=

    , 281.=

  • 7/25/2019 Section 6 - Combined Stresses.pdf

    105/133

    SECTION 6 COMBINED STRESSES

    Page 105 of 133

    ( )

    ( )( )

    ( )32 6010

    60105128110

    6010

    526641

    .

    ...

    .

    ..

    ++==

    6441