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    DESAIN BATANG TEKAN DA

    Elemen NO. 379

    Coba pakai 400 200 8 13 Pu ==

    =

    Muz =13 =

    Ag =! =E =

    400 8 374 "b =b# =$# =

    % =$& =

    13 ' =() =(! =

    200 *) = +) =*! = +! =

    ,) =

    =k =

    , =

    =

    = 0.9-8418

    = 1.492911

    / . Ag .

    1119402

    = 387

    =

    =

    =

    (min =

     ,!

    /. Pn

    =

    /. Pn)

    =

    )

    !

     1

    5 .(. (   

    6 (_/ _

    _

        5 

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    =

    =

    =

    Pe,ik:a ;elang:ingan Penampang len: Pe,ik:a ;elang:ingan Penampan

    < = < =

    7.9 < 1.14 42.2- < 42.93O;> P?O(" ;OMPA; O;> P?O(" ;OMPA;  

    1 =

    "p = 2338.13 mm

    =

    =

    =

    =", = 7091. mm

    Mma) =

    =

    =

    =

    =

    "b = 4000 mm 2 =

    "p = 2338.13 mm", = 7091. mm

     2

    C&1

    C&2

    Mn1

    @1

    @2

    Mp= 1>- M

    M,

    MA

    M

    MC

    Cb

    Mn2

    2-056(_

    B1/_ _ -56(_

    5〖 2 〗

     _ 

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    "p maka Mn = Mn2 3 =

    =

    =

    Pe,:amaan 1ipakai bila

    Mn3

     = M,

    Mn Dnal

    /Mn

    1.9

    8

    .≤ 

      

      

     ++

    nyb

    uy

    nxb

    ux

    n

    u

     M 

     M 

     M 

     M 

     P 

     P 

    φ φ φ 

    1..2

    ≤   

      

     ++

    nyb

    uy

    nxb

    ux

    n

    u

     M 

     M 

     M 

     M 

     P 

     P 

    φ φ φ 

    2.0.

    ≥n

    u

     P 

     P 

    φ 

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    LENTUR

    24>1-9>90-kg241>-99 kN

    241>-99>0-0N

    2.1-4kNm2>1-4>000Nmm

    8192 mm2240MPa

    200>000 MPa4000mm

    200 mm13mm

    400 mm8 mm

    80000 MPa2294882.7mm417349290.7mm4

    1148243.4133mm3173492.907mm317.43143808mm

    4.019923222 mm =1

    70MPa

    < 0>2- = 1

    0>2- < 2 =

    1>2 = 1.2-

    N < 241>-99>0-0 N Fiak Ok

    128-9-2

    2-984

    3-8981.33333mm-

     (min

    mm3

    mm3

    6(_/

     

     G2

    1>435H1>I0>7  

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    3-72.7mm-

    .94EJ11mm

    .49EJ11mm

     +eb

    ,o = 18%1 = 338

    M! = *) . !

    30828480 Nmm < 4133729 Nmm "b < "p

    Ok

    13270.3817

    0.0002--778

    4133729Nmm

    19-201380Nmm

    20000000

    -000000

    20000000

    -000000

    1.-

    -271094- 4133728.8 "p-M!

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    7.729-31EJ08 Nmm 4133729 Nmm "b ",

    pakai MP = 1>- M!

    4133728.8Nmm 4133729Nmm Fiak O; 

    4133728.8 Nmm 20000000 NmmP,oDl O; 

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    DESAIN BATANG TEKAN DA

    Elemen NO. 379

    Coba paka 400 200 8 13 ===

    =13 =

    =

    =E =

    400 8 374 =

    =$# =% =$& =

    13 ' =() =

    (! =200 *) = +) =

    *! = +! =,) =

    =k =

    , =

    =

    = 0.9-8418

    = 1.492911

    / . Ag .

    1119402

    = 387

    =

    =

    =

    ==

    =

    Pu

    Muz

    Ag

    !

    "b

    b# 

    (min =

     ,!

    /. Pn =

    /. Pn)

    =

    )

    !

     1

     2C

    &1

    C&2

    5 .(. (    6 (_/ _

    _

        5 

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    Pe,ik:a ;elang:ingan Penampang len: Pe,ik:a ;elang:ingan Penampan

    < = < =

    7.9 < 1.14 42.2- < 42.93O;> P?O(" ;OMPA; O;> P?O(" ;OMPA;  

    1 =

    "p = 2338.13 mm

    =

    =

    ==", = 7091. mm

    Mma) =

    =

    =

    =

    =

    "b = 4000 mm 2 ="p = 2338.13 mm", = 7091. mm

    "p maka Mn = Mn2 3 =

    Mn1

    @1

    @2

    Mp

    = 1>- M

    M,

    MA

    M

    MC

    Cb

    Mn2

    Mn3

     = M,

    2-056(_

    B1/_ _ -56(_

    5〖 2 〗

     _ 

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    =

    =

    Pe,:amaan 1

    ipakai bila

    Mn Dnal

    /Mn

    1.9

    8

    .≤ 

      

      

     ++

    nyb

    uy

    nxb

    ux

    n

    u

     M 

     M 

     M 

     M 

     P 

     P 

    φ φ φ 

    1..2

    ≤   

      

     ++

    nyb

    uy

    nxb

    ux

    n

    u

     M 

     M 

     M 

     M 

     P 

     P 

    φ φ φ 

    2.0.

    ≥n

    u

     P 

     P 

    φ 

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    LENTUR

    100>000.000 kg

    1>000.000 kN

    1>000>000.000 N

    20.000 kNm

    20>000>000.000 Nmm

    8>192.000 mm2

    240.000 MPa

    200>000.000 MPa

    4>000.000 mm

    200.000 mm

    13.000 mm

    400.000 mm

    8.000mm

    80>000.000 MPa

    229>48>82.7 mm4

    17>349>290.7 mm4

    1>148>243.413 mm3

    173>492.907 mm3

    17.431 mm

    4.020 mm =

    1.000

    70.000 MPa

    < 0>2- = 1

    0>2- < < =

    1>2 = 1.2-

    N 1>000>000 NO; 

    128-9-2

    2-984

    3-8981.33333333mm-

    3-72.7mm-.94EJ11mm

    .49EJ11mm

     (min

    mm3

    mm3

    6(_/

     

     G2

     

    1>435H1>I0>7  

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     +eb

    ,o = 18

    %1 = 338

    M! = *) . !

    30828480 Nmm < 4133728.8 Nmm "b < "pOk

    13270.3817094

    0.0002--778

    4133729Nmm19-201380Nmm

    20000000

    -000000

    20000000

    -000000

    1.-

    -271094- 4.1EJ008 "p-M!

    7.729-31EJ08 Nmm 4133729 Nmm "b ",pakai MP = 1>- M!

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    4133728.8Nmm 4133729Nmm Fiak O; 

    4133728.8 Nmm 20000000 NmmP,oDl O; 

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    DESAIN BATANG TEKAN DA

    Elemen NO. 379

    Coba paka 400 200 8 13 Pu ===

    Muz =13 =

    Ag =! =

    E =400 8 374 "b =

    b# =$# =% =$& =

    13 ' =() =(! =

    200 *) = +) =*! = +! =

    ,) =

    =

    k =

    , =

    =

    = 0.9-8418

    = 1.492911

    / . Ag .

    1119402

    = 387

    =

    =

    =

    =

    =

    =

    (min =

     ,!

    /. Pn =

    /. Pn)

    =

    )

    !

     1

     2

    C&1

    C&2

    5 .(. (    6 (_/ _

    _

        5 

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    Pe,ik:a ;elang:ingan Penampang len: Pe,ik:a ;elang:ingan Penampan

    < = < =

    7.9 < 1.14 42.2- < 42.93O;> P?O(" ;OMPA; O;> P?O(" ;OMPA;  

    1 =

    "p = 2338.13 mm

    =

    =

    ==", = 7091. mm

    Mma) =

    =

    =

    =

    =

    "b = 4000 mm 2 ="p = 2338.13 mm", = 7091. mm

    "p maka Mn = Mn2 3 =

    Mn1

    @1

    @2

    Mp

    = 1>- M

    M,

    MA

    M

    MC

    Cb

    Mn2

    Mn3

     = M,

    2-056(_

    B1/_ _ -56(_

    5〖 2 〗

     _ 

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    =

    =

    Pe,:amaan 1

    ipakai bila

    Mn Dnal

    /Mn

    1.9

    8

    .≤ 

      

      

     ++

    nyb

    uy

    nxb

    ux

    n

    u

     M 

     M 

     M 

     M 

     P 

     P 

    φ φ φ 

    1..2

    ≤   

      

     ++

    nyb

    uy

    nxb

    ux

    n

    u

     M 

     M 

     M 

     M 

     P 

     P 

    φ φ φ 

    2.0.

    ≥n

    u

     P 

     P 

    φ 

  • 8/16/2019 baja sem 6

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    LENTUR

    488>142 kg4>881 kN

    4>881>420N13>00-kNm

    13>00->000>000 Nmm8192 mm2240MPa

    200>000 MPa4000mm200mm13mm

    400mm8 mm

    80000 MPa2294882.7mm417349290.7mm4

    1148243.413333 mm3173492.907 mm317.4314380824 mm

    4.0199232217 mm =

    1

    70MPa

    < 0>2- = 1

    0>2- < < =

    1>2 = 1.2-

    N < 4>881>420 N Fiak Ok

    128-9-2

    2-984

    3-8981.3333333 mm-

    3-72.7 mm-

    .94EJ11 mm

    .49EJ11 mm

     (min

    mm3

    mm3

    6(_/

     

     G2

     

    1>435H1>I0>7  

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     +eb

    ,o = 18

    %1 = 338

    M! = *) . !

    30828480 Nmm < 4133728.8 Nmm "b < "pOk

    13270.381709

    0.0002--778

    4133729 Nmm19-201380 Nmm

    20000000

    -000000

    20000000

    -000000

    1.-

    -271094- 4.1EJ008 "p-M!

    7.729-31EJ08 Nmm 4133729 Nmm "b ",pakai MP = 1>- M!

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    4133728.8Nmm 4133729 Nmm Fiak O; 

    4133728.8 Nmm 20000000 NmmP,oDl O; 

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