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  • 7/18/2019 Tabel Profil Baja -1- WF

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  • 7/18/2019 Tabel Profil Baja -1- WF

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    Berdasarkan SNI 03 -1729-2002

    TABEL PROFIL WIDE FLANGE BERDASARKAN

    ETODE

    LOAD RESISTANT FA!TORDESIGN "LRFD#

    Created by Anggry (2010)

    Standard Sectional Dimension of WF-steel and Its Sectional

    A

    rea, Unit Weight and Sectional Characteristic

    Sifat e!anis "a#a Str$!t$ral

    %enis fy (&a) ' ''

    "% 210

    "% * 20

    "% 1 2+0 ' ''

    "% +0 20

    "%++ 10 *Tabel8.3.2SNI03-1729-2002 **PPBBI1984Chapter 10.

    Sec-of Unit

    d . bf t/ tf r 2 Area Weight

    mm mm mm mm mm mm cm !gm I. Iy i. iy S. Sy 3. 3y bf2tf ht/

    W4 100 . +0 +-0 *-0 5-0 *0-0 11-5+ -0 15* 1+ -* 1-1 * 6 2 -+* 1-00

    100 100 6-0 5-0 10-0 6-0 21-0 1*-1 5 1 -15 2-* ** 2* 5 1 6-2+ 10-6*

    W4 12+ . 60 6-0 5-0 -0 1-0 16-5 1-22 1 2 -+ 1-1 66 10 * 1+ -*+ 1+-1*

    12+ 12+ 6-+ -0 10-0 5*-0 0-1 2-* 5* 2 +-2 -11 16 * 1 *1 6- 1-5

    W4 1+0 . *+ +-0 *-0 5-0 120-0 1*-5+ 1-01 666 6-11 1-66 5 1 5 21 +-6 2-00

    15 . 100 6-0 -0 11-0 105-0 26-5 21-0* 1020 1+1 6-16 2-* 15 0 1+0 6 +-+6 15-00

    1+0 . 1+0 *-0 10-0 11-0 105-0 0-1 1-+1 160 +6 6- -*+ 21 *+ 20 11 *-+0 1+-

    W4 1*+ . 0 +-0 5-0 -0 11-0 2-1 15-0 1210 5 *-2+ 2-06 15 22 1+2 +-6 25-20

    1*+ 1*+ *-+ 11-0 12-0 12-0 +1-2 0-20 2550 5 *-+0 -5 2 112 60 1*1 *-+ 1*-20

    W4 15 . -+ *-0 11-0 162-0 2-2 15-20 1+50 11 5-26 2-22 160 2 1*0 + *-0* 6-00

    200 . 100 +-+ 5-0 11-0 162-0 2*-2 21-2 150 1 5-2 2-22 15 2* 200 1 6-2+ 2-+

    1 . 1+0 6-0 -0 1-0 1+0-0 -0 0-62 260 +0* 5-0 -61 2** +5 26 10 5- 2+-00

    200 . 200 5-0 12-0 1-0 1+0-0 6-+ -5* *20 1600 5-62 +-02 *2 160 +1 2 5- 15-*+

    W4 25 . 12 +-0 5-0 12-0 205-0 2-65 2+-6+ +0 2++ 10-1 2-* 25+ 1 0+ 6 *-*+ 1-60

    2+0 . 12+ 6-0 -0 12-0 205-0 *-66 2-+6 0+0 2 10-* 2-* 2 * +2 *2 6- -6*

    2 . 1*+ *-0 11-0 16-0 10-0 +6-2 -1+ 6120 5 10- -15 +02 112 ++ 1*1 *-+ 2*-1

    2+0 . 2+0 -0 1-0 16-0 10-0 2-15 *2-6 10500 6+0 10-52 6-2 56 22 * 2 5- 21-11

    W4 25 . 1 +-+ 5-0 1-0 2+6-0 0-50 2-0 620 2 12-+ -2 2 + ++ 1 -1 6-++

    00 . 1+0 6-+ -0 1-0 2+6-0 6-*5 6-*2 *210 +05 12-1 -0 51 65 +22 10 5- -5

    2 . 200 5-0 12-0 15-0 2-0 *2-5 +6-52 1100 1600 12- -*0 *6 160 52 2 5- 2-2+

    00 . 00 10-0 1+-0 15-0 2-0 11-50 -0 2000 6*+0 1-0+ *-+1 160 +0 16+ 652 10-00 2-0

    00 0+ 1+-0 1+-0 15-0 2-0 1-50 10+-52 21+00 *100 12-6 *-26 1 66 1+** *1 10-1* 1+-60

    Com&act

    Section Criteria

    7lastic od$l$s of

    Section

    (cm)

    8lastic od$l$s of

    Section

    9eometrical

    oment of

    Inertia (cm)

    Sectional Dimension

    (cm)

    9yration of

    Area (cm)

    f$ (&a)

    0

    *0

    10

    +1

    :adi$s of

    +0

    Sectional 8ro&erties

    ffwfw

    ttdtbdt

    Z

    )()(

    2

    )2(

    2

    22

    wf

    f tth

    dtZ!

    "

    I#

    "

    I!#!

  • 7/18/2019 Tabel Profil Baja -1- WF

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    Standard Sectional Dimension of WF-steel and Its Sectional

    Area, Unit Weight and Sectional Characteristic

    Sifat e!anis "a#a Str$!t$ral

    %enis fy (&a) ' ''

    "% 210

    "% * 20

    "% 1 2+0 ' ''

    "% +0 20

    "%++ 10 *Tabel8.3.2SNI03-1729-2002 **PPBBI1984Chapter 10.

    Sec-of Unit

    d . bf t/ tf r 2 Area Weight

    mm mm mm mm mm mm cm !gm I. Iy i. iy S. Sy 3. 3y bf2tf ht/

    Com&act

    Section Criteria

    7lastic od$l$s of

    Section

    (cm)

    8lastic od$l$s of

    Section

    9eometrical

    oment of

    Inertia (cm)

    Sectional Dimension

    (cm)

    9yration of

    Area (cm)

    f$ (&a)

    0

    *0

    10

    +1

    :adi$s of

    +0

    Sectional 8ro&erties

    ffwfw

    ttdtbdt

    Z

    )()(

    2

    )2(

    2

    22

    wf

    f tth

    dtZ!

    "

    I#

    "

    I!#!

    W4 6 . 1* 6-0 -0 1-0 00-0 +2-65 1-+ 11100 *2 1-+2 -55 62 1 65 1 -6* +0-00

    +0 . 1*+ *-0 11-0 1-0 00-0 6-1 -+6 1600 5 1-65 -+ *** 112 51 1*2 *-+ 2-56

    0 . 2+0 -0 1-0 20-0 2*2-0 101-+0 *-65 21*00 6+0 1-62 6-00 12*6 22 160 5- 0-22

    +0 . +0 12-0 1-0 20-0 2*2-0 1*-0 16-+1 000 1600 1+-22 5-5 20 *** 2 11*+ -21 22-6*

    W4 6 . 1 *-0 11-0 16-0 2-0 *2-16 +6-6+ 20000 1+0 16-6+ -5 1010 16 1055 222 -0+ 5-56

    00 . 200 5-0 1-0 16-0 2-0 5-12 66-0 2*00 1*0 16-* -++ 115+ 1* 1256 266 *-6 2-*+

    0 . 00 10-0 16-0 22-0 1-0 16-00 106-*6 5*00 *210 16-5* *-25 15+ 51 2116 *2 -5 1-0

    00 . 00 1-0 21-0 22-0 1-0 215-*0 1*1-65 66600 2200 1*-+ 10-12 0 120 600 16+ -+2 2-1+

    W4 +0 . 200 -0 1-0 15-0 56-0 6-*6 *+-6 +00 15*0 15-61 -0 15 15* 1621 25 *-1 2-5

    0 . 00 11-0 15-0 2-0 +6-0 1+*-0 12-+6 +6100 5110 15-55 *-15 2++0 +1 2*25 522 5- 2-6

    W4 6 . 1 -0 1-0 200 25-0 101-0 *-+2 100 150 20- -26 160 15+ 156 25* *-11 *-+6

    +00 . 200 10-0 16-0 20-0 25-0 11-20 5-6+ *500 210 20-6 - 112 21 206 2 6-2+ 2-50

    52 . 00 11-0 1+-0 26-0 00-0 1+-+0 11-22 6000 6*60 20-* 6-52 2+06 +1 266 65 1,000 6-6

    55 . 00 11-0 15-0 26-0 00-0 16-+0 125-+ *1000 5110 20-5 *-0 210 +1 100 52 5- 6-6

    W4 +6 . 1 10-0 1+-0 22-0 +22-0 120-+0 -+ 65*00 150 2-55 -0+ 20+ 1 2++ 11 6-6 +2-20

    600 . 200 11-0 1*-0 22-0 +22-0 1-0 10+-+0 **600 2250 2-0 -12 2+5* 225 256 +* +-55 *-+

    +52 . 00 12-0 1*-0 25-0 2-0 1*-+0 16-5 10000 *6*0 2-0 6-6 +0 +11 *52 *5+ 5-52 1-00

    +55 . 00 12-0 20-0 25-0 2-0 12-+0 1+1-11 115000 020 2-*6 6-5+ 01 601 0 20 *-+0 1-00

    W4 *00 . 00 1-0 2-0 25-0 +6-0 21+-+0 15-5* 201000 10500 0-+ *-05 +* *20 62 1105 6-2+ +-5+

    W4 500 . 00 1-0 26-0 25-0 62-0 26*-0 20-1 22000 11*00 -0+ 6-61 *00 *50 *+ 120* +-** -

    W4 00 . 00 16-0 25-0 25-0 *55-0 0-50 2-1 11000 12600 6-2 6-5 1 50 101* 11 +-6 -2+

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    Created by Anggry (2010)

    Standard Sectional Dimension of WF-steel and Its Sectional

    Area, Unit Weight and Sectional Characteristic

    Sifat e!anis "a#a Str$!t$ral%enis fy (&a)

    "% 210

    "% * 20 8enam&ang ;om&a! n < & < 3.'fy ''

    "% 1 2+0

    "% +0 20

    "%++ 10 **Tabel 7.$.1 .SNI-03-1729-2002.

    d . bf t/ tf r 2

    mm mm mm mm mm mmW4 100 . +0 +-0 *-0 5-0 *0-0 -+* 1-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    100 100 6-0 5-0 10-0 6-0 6-2+ 10-6* 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 12+ . 60 6-0 5-0 -0 1-0 -*+ 1+-1* 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    12+ 12+ 6-+ -0 10-0 5*-0 6- 1-5 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 1+0 . *+ +-0 *-0 5-0 120-0 +-6 2-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    15 . 100 6-0 -0 11-0 105-0 +-+6 15-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    1+0 . 1+0 *-0 10-0 11-0 105-0 *-+0 1+- 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 1*+ . 0 +-0 5-0 -0 11-0 +-6 25-20 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    1*+ 1*+ *-+ 11-0 12-0 12-0 *-+ 1*-20 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 15 . -+ *-0 11-0 162-0 *-0* 6-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    200 . 100 +-+ 5-0 11-0 162-0 6-2+ 2-+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    1 . 1+0 6-0 -0 1-0 1+0-0 5- 2+-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    200 . 200 5-0 12-0 1-0 1+0-0 5- 15-*+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 25 . 12 +-0 5-0 12-0 205-0 *-*+ 1-60 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    2+0 . 12+ 6-0 -0 12-0 205-0 6- -6* 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    2 . 1*+ *-0 11-0 16-0 10-0 *-+ 2*-1 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    2+0 . 2+0 -0 1-0 16-0 10-0 5- 21-11 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    f$ (&a)

    0

    *0

    10

    +0

    Com&act Section Criteria

    bf2tf ht/

    "%

    +1

    "% * "% 1 "% +0 "% ++

    Sectional Dimension

    f!

    1650

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1650

    f!

    1650

    f!

    1650

    f!

    1650

    f!t

    h

    %

    1650

    f!t

    b

    f

    1*0

    2

  • 7/18/2019 Tabel Profil Baja -1- WF

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    Standard Sectional Dimension of WF-steel and Its Sectional

    Area, Unit Weight and Sectional Characteristic

    Sifat e!anis "a#a Str$!t$ral

    %enis fy (&a)"% 210

    "% * 20 8enam&ang ;om&a! n < & < 3.'fy ''

    "% 1 2+0

    "% +0 20

    "%++ 10 **Tabel 7.$.1 .SNI-03-1729-2002.

    d . bf t/ tf r 2

    mm mm mm mm mm mm

    f$ (&a)0

    *0

    10

    +0

    Com&act Section Criteria

    bf2tf ht/

    "%

    +1

    "% * "% 1 "% +0 "% ++

    Sectional Dimension

    f!

    1650

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1650

    f!

    1650

    f!

    1650

    f!

    1650

    f!th%

    1650

    f!t

    b

    f

    1*0

    2

    W4 25 . 1 +-+ 5-0 1-0 2+6-0 -1 6-++ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-000 . 1+0 6-+ -0 1-0 2+6-0 5- -5 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    2 . 200 5-0 12-0 15-0 2-0 5- 2-2+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    00 . 00 10-0 1+-0 15-0 2-0 10-00 2-0 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    00 0+ 1+-0 1+-0 15-0 2-0 10-1* 1+-60 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 6 . 1* 6-0 -0 1-0 00-0 -6* +0-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    +0 . 1*+ *-0 11-0 1-0 00-0 *-+ 2-56 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    0 . 2+0 -0 1-0 20-0 2*2-0 5- 0-22 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    +0 . +0 12-0 1-0 20-0 2*2-0 -21 22-6* 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 6 . 1 *-0 11-0 16-0 2-0 -0+ 5-56 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    00 . 200 5-0 1-0 16-0 2-0 *-6 2-*+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    0 . 00 10-0 16-0 22-0 1-0 -5 1-0 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    00 . 00 1-0 21-0 22-0 1-0 -+2 2-1+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 +0 . 200 -0 1-0 15-0 56-0 *-1 2-5 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    0 . 00 11-0 15-0 2-0 +6-0 5- 2-6 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 6 . 1 -0 1-0 200 25-0 *-11 *-+6 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    +00 . 200 10-0 16-0 20-0 25-0 6-2+ 2-50 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    52 . 00 11-0 1+-0 26-0 00-0 1,000 6-6 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

  • 7/18/2019 Tabel Profil Baja -1- WF

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    Standard Sectional Dimension of WF-steel and Its Sectional

    Area, Unit Weight and Sectional Characteristic

    Sifat e!anis "a#a Str$!t$ral

    %enis fy (&a)"% 210

    "% * 20 8enam&ang ;om&a! n < & < 3.'fy ''

    "% 1 2+0

    "% +0 20

    "%++ 10 **Tabel 7.$.1 .SNI-03-1729-2002.

    d . bf t/ tf r 2

    mm mm mm mm mm mm

    f$ (&a)0

    *0

    10

    +0

    Com&act Section Criteria

    bf2tf ht/

    "%

    +1

    "% * "% 1 "% +0 "% ++

    Sectional Dimension

    f!

    1650

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1*0

    f!

    1650

    f!

    1650

    f!

    1650

    f!

    1650

    f!th%

    1650

    f!t

    b

    f

    1*0

    2

    55 . 00 11-0 15-0 26-0 00-0 5- 6-6 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0W4 +6 . 1 10-0 1+-0 22-0 +22-0 6-6 +2-20 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    600 . 200 11-0 1*-0 22-0 +22-0 +-55 *-+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    +52 . 00 12-0 1*-0 25-0 2-0 5-52 1-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    +55 . 00 12-0 20-0 25-0 2-0 *-+0 1-00 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 *00 . 00 1-0 2-0 25-0 +6-0 6-2+ +-5+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 500 . 00 1-0 26-0 25-0 62-0 +-** - 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

    W4 00 . 00 16-0 25-0 25-0 *55-0 +-6 -2+ 11+- 11-* 105- 10-* 106-2+ 10-*+ 5-6+ -5 52-* 5-0

  • 7/18/2019 Tabel Profil Baja -1- WF

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    Created by Anggry (2010)

    Standard Sectional Dimension of WF-steel and Its Sectional

    Area, Unit Weight and Sectional Characteristic

    Sifat e!anis "a#a Str$!t$ral Dimana =

    %enis fy (&a) fr = *0 8a (>egangan Sisa)

    "% 210 f? = fy@ fr "% * 20 7 = 200000 8a (od$l$s section "a#a )

    "% 1 2+0 9 = 50000 &a (od$l$s 9eser "a#a-)

    "% +0 20 % = ;onstanta 8$ntir >orsi (cm )

    "%++ 10 I =/ ;onstanta 8$ntir ?eng!$ng (cm )6

    d . bf t/ tf r 2 n (>on-) & r n (>on-) & r n (>on-) & r n (>on-) & r n (>on-) & rmm mm mm mm mm mm 3.'fy 3.'fy 3.'fy 3.'fy 3.'fy

    W4 100 . +0 +-0 *-0 5-0 *0-0 0-5*5 61-11 *1-0* 1-00 +*-16 05-1 1-0+ +6-01 21-0 1-212 +2-00 22-01 1-*1 -* 16-0

    100 100 6-0 5-0 10-0 6-0 1-*65 1-+ 56+-26 2-020 12+-65 *16-25 2-10+ 12-1 6**-*5 2-1 11- ++-2* -+2 6-1+ *-+

    W4 12+ . 60 6-0 5-0 -0 1-0 1-++ *1-25 00-15 1-**6 66-6* -2* 1-5+0 6+- 16-0 2-1+ 60-6+ 26-0 -0 +1-01 150-+

    12+ 12+ 6-+ -0 10-0 5*-0 -11 165-5* 66-2 -+* 1+*-* 502-0 -*25 1+-** *+-* -2 1-*0 62-++ 6-11 120-56 26-15

    W4 1+0 . *+ +-0 *-0 5-0 120-0 2-062 5- 6-21 2-+* 5-15 1-6 2-++ 52-5 2-2 2-55 *6-+5 2++-2 -026 6-0 15+-+

    15 . 100 6-0 -0 11-0 105-0 -1+ 125-5 61-*2 -611 120-+1 +25-26 -*61 115-0* +01-62 -6 10-6 1- 6-165 2-20 22-+11+0 . 1+0 *-0 10-0 11-0 105-0 +-01 20-2 1065-6 +-*+0 10-25 55-55 +-5 156- 5-* 6-5 1*-10 *02-01 -52 1+-+5 51-00

    W4 1*+ . 0 +-0 5-0 -0 11-0 -15 111- *-+ -6 10-*6 *2-+ -*6 102-6 +6- -0 +-0 0+-1 6-22+ 50-1+ 22-+

    1*+ 1*+ *-+ 11-0 12-0 12-0 *-++1 25-0 11*+-* 5-60 222-*1 51-06 5-0 215-21 1-02 10-25 202-60 ***- 1-* 1*0- +5-12

    W4 15 . -+ *-0 11-0 162-0 -+* 120-+ 5-0 -01 112-6* *-12 -261 110-0 -61 - 102-+0 21- 6-55 56-20 221-

    200 . 100 +-+ 5-0 11-0 162-0 -20 120-6 5-1* -50 112-5+ **-12 +-00 110-+* 61-2 +-50 102-66 12-5 5-206 56- 2-0

    1 . 1+0 6-0 -0 1-0 1+0-0 6-220 1+-51 *6-51 *-10 15-16 66-00 *-0+ 1*-6 60*-+ 5-+0 166-6 +1-+5 12-1+ 10-1 *-**

    200 . 200 5-0 12-0 1-0 1+0-0 10-**6 2*2-+5 12**-00 12-16 2+-* 1065-60 12-52 2-52 101-6 1-551 21-+ 5+0-+ 21-0 1+-05 +-*5

    W4 25 . 12 +-0 5-0 12-0 205-0 6-1 1+1-*2 50-2 *-2 11-2 20-*1 *-6 1-06 0+-0 5-5++ 12-11 ++-** 12-+20 105-+5 2*2-0

    2+0 . 12+ 6-0 -0 12-0 205-0 *-5 1+1-*6 +1- 5-+ 11-6 6-+2 5-** 1-0 25-5 10-20 12-1 *-* 1-26 105-61 252-5+

    2 . 1*+ *-0 11-0 16-0 10-0 11-20 22*-1 5-** 12-5+ 212-+2 *21-5 1-6 205-22 65-65 1+-+05 1- +1-65 21-26 162-60 +-02

    2+0 . 2+0 -0 1-0 16-0 10-0 1-6*+ 1-*5 1+-0 22-5+ 1-*1 12+6-2 2-22 1-2+ 11-55 2*-1*0 20-5 1006-+ 5-12 2-60 *11-55

    W4 25 . 1 +-+ 5-0 1-0 2+6-0 -++6 1*5-** +*-+2 10-21 16*-2 *+-16 11-*6 16-5+ +5-61 1-16 1+2-1 06-0* 15-6+6 12*- 1+-6

    00 . 1+0 6-+ -0 1-0 2+6-0 10-6 1*5- +66- 12-+0 16*- *-21 1-0+2 16-0 *5-5 1+-10 1+2-1 21-+ 21-0+ 125-10 2-0

    2 . 200 5-0 12-0 15-0 2-0 1*-2*+ 2++-* 01-*2 1-*2 25-55 **+-6 20-+6+ 2-0+ *-01 2-5++ 21*-1 62-00 -*2* 152-*6 *5-+00 . 00 10-0 1+-0 15-0 2-0 0-*60 0*-*0 1621-0 +-1+ 51-* 1*2-2 6-61 *-66 105-6 2-*5 6- 1112-00 60-0++ 21-*5 502-1

    00 0+ 1+-0 1+-0 15-0 2-0 -122 -1 1*+-55 *-5+ 65-* 1*6-05 -1 61-25 10-* +-*0 +- 115-2 6-66* 252-11 50-0+

    W4 6 . 1* 6-0 -0 1-0 00-0 1-*1 210-60 62- 16-+ 1*-00 ++2-0 1*-225 1-02 +-05 1-5 1*-21 *2-* 25-2+ 1+0-*2 65-

    +0 . 1*+ *-0 11-0 1-0 00-0 1*-6+5 21-2 6*-2* 20-150 200-+* +1-1+ 21-021 16-+2 +6-1 2-5+ 152-6 +00-+6 -*+ 1+-+ 5-60

    0 . 2+0 -0 1-0 20-0 2*2-0 25-+61 2+-*1 115-+* 2-61 0-6* *-1* -001 25-+2 *- -1 2**-1* 510-2* ++-*61 2-10 60-6

    +0 . +0 12-0 1-0 20-0 2*2-0 +2-+* 50- 20-55 +-56 -1 1*12-6* 62-0 0-2 160-0+ *2-02 05-* 1*6-61 102-220 -*6 *-5

    W4 6 . 1 *-0 11-0 16-0 2-0 22-5 2-* *1- 26-101 22*-*+ 6+-0 2*-15 22-1+ 62-2 1-+ 20*-1 ++1-+ -+5 1*-2+ 2*-6

    00 . 200 5-0 1-0 16-0 2-0 2*-00+ 2*-0 *5+-1* 0-56 21-0* 65*-0 2-1 226-0 661-* *-2 210-21 +50-+6 +2-*2 1*6-* -5+

    0 . 00 10-0 16-0 22-0 1-0 -25 +-* 165-6* +0-**+ 6- 11**-66 +2-50 62-6 1125-2 61-+ 6-+ *+-1 56-*0 25-0 *2*-1

    00 . 00 1-0 21-0 22-0 1-0 *+-60 +-6 22+-2+ 56-0 +1-1 102-* 0-00 +0-50 1512-2 10-0 6*-** 1+-5 1*-60+ -0

    W4 +0 . 200 -0 1-0 15-0 56-0 -0+1 25-*5 *+-0 5-16 22-+ 666-05 0-+* 215-5 61-+ *-02 20-1 +6-25 66-51 1*0-5 -5

    0 . 00 11-0 15-0 2-0 +6-0 +*-251 5-55 1+6-0 6+-6 6-*0 116*-1 65-11 +*- 1115- *-102 1-** 6*-0* 111-5 2*-0 *21-62

    Sectional Dimension

    f$ (&a)

    0*0

    10

    +0

    +1

    "% ++"% "% * "% 1 "% +0

    f!

    !P *6,1

    2

    2

    111 '( f

    frf!

    #! !

    w

    I

    I

    )*

    S )

    2

    21

    ")*&

    S

    )

    2

    hII !w

    2

    (

    1bt)

  • 7/18/2019 Tabel Profil Baja -1- WF

    8/8

    Created by Anggry (2010)

    Standard Sectional Dimension of WF-steel and Its Sectional

    Area, Unit Weight and Sectional Characteristic

    Sifat e!anis "a#a Str$!t$ral Dimana =

    %enis fy (&a) fr = *0 8a (>egangan Sisa)

    "% 210 f? = fy@ fr

    "% * 20 7 = 200000 8a (od$l$s section "a#a )"% 1 2+0 9 = 50000 &a (od$l$s 9eser "a#a-)

    "% +0 20 % = ;onstanta 8$ntir >orsi (cm )

    "%++ 10 I =/ ;onstanta 8$ntir ?eng!$ng (cm )6

    d . bf t/ tf r 2 n (>on-) & r n (>on-) & r n (>on-) & r n (>on-) & r n (>on-) & rmm mm mm mm mm mm 3.'fy 3.'fy 3.'fy 3.'fy 3.'fy

    Sectional Dimension

    f$ (&a)

    0

    *010

    +0

    +1

    "% ++"% "% * "% 1 "% +0

    f!

    !P *6,1

    2

    2

    111 '( f

    frf!

    #! !w

    II

    )*S )2

    21

    ")*&

    S

    )

    2

    hII !w

    2

    (

    1bt)

    W4 6 . 1 -0 1-0 200 65-0 5-+ 21-5 *1*-06 -0+6 216-+ 62-+5 +-51 212-16 610-22 +-2 16-5 +-5 *+-262 16+-6* 15-0

    +00 . 200 10-0 16-0 20-0 25-0 -02 2+-12 *62-** +0-1 21- 665-01 +2-0 21+- 6-1 60-* 200-05 +6- 5+-+1 165-2* -*

    52 . 00 11-0 1+-0 26-0 00-0 ++-0 *0-22 11+-+ 6-20 6-1 1016-2 66-+5 -1 *5-+6 **-2* 1+-0 5+-0 10-1* 26-6 660-06

    55 . 00 11-0 15-0 26-0 00-0 6+-0* 52-+ 1261-26 *-6 +*-5 10-++ **-6 +0-60 10+1-1+ 5-5+ 2+-+2 1+-56 12*-0 2*-** 62-5

    W4 +6 . 1 10-0 1+-0 22-0 +22-0 +-2 220-1* 6*5-2 60-5 20+-+ 601-2 6-* 201-* +50- *-+20 15*-6 +1+-66 10-2 1+*-+* 02-6

    600 . 200 11-0 1*-0 22-0 +22-0 60-12* 22-*1 *12-25 65-*16 20-26 62*-* *1-+* 20+-0 60+-6* 5-02 10-* ++-05 11*-0 160-10 1-

    +52 . 00 12-0 1*-0 25-0 2-0 *-1 60-10 111-50 0-**5 6-5 *-0 -+60 0-0 -+5 10-60 06- 5-01 1++-0* 2+*-*1 6-2

    +55 . 00 12-0 20-0 25-0 2-0 0-5* *1-50 11+-5 10-1 *-*5 10-+ 10*-*2 0-*6 100-1 12-+5 16- 5*-+ 1*6-66+ 266-0 6*1-+1

    W4 *00 . 00 1-0 2-0 25-0 +6-0 11-22+ 5-+1 111- 1-*1 +-65 100-*0 1+6-220 +2-1 1001-12 151-21+ 2*-20 5**-0+ 2+6-200 2*+-15 66-**

    W4 500 . 00 1-0 26-0 25-0 62-0 16*-0+ +-25 11-+ 11-51 6-0* 100*-1 1-55* 2-25 *0-06 21-565 0+-* 5+2-+5 2*-51 2+*-1 6+-6

    W4 00 . 00 16-0 25-0 25-0 *55-0 21-6+* 6- 1115-0 2-1* 2-02 51-65 2+-+ 1*-* +-*5 2+-0+0 2-*6 52-6+ 1*-10 2*-0 61-1