Perancangan balok SNI 03-1729-2002

PERANCANGAN BALOK LENTUR MURNI

1. Pendahuluan Sebuah balok merupakan kombinasi dari elemen tarik dan tekan. Profil WF terbukti sebagai profil yang paling ekonomis dan profil ini telah menggantikan penggunaan profil kanal dan S. Profil W mempunyai lebih banyak material yang terkonsentrasi pada pelat sayap dibandingkan dengan profil S, sehingga mempunyai momen inersia dan tahanan momen yang lebih besar untuk berat yang sama. Profil W relatif lebih lebar dan mempunyai kekakuan yang cukup tinggi.

Dengan bantuan komputer, perancangan dapat dipersingkat sehingga perancang dapat mempertimbangkan rancangan alternatif lainnya. Cara lain untuk mempersingkat perancangan adalah dengan membuat tabel dan kurva sebagai alat bantu dalam perancangan balok. Tabel dan kurva tersebut dibuat dengan menggunakan material baja berdasarkan SNI 03-1729-2002-LRFD sehingga dapat dengan cepat ditentukan profil yang optimum. Validasi terhadap tabel dan kurva yang dibuat dilakukan dengan mensimulasi perancangan balok yang dibandingkan dengan AISC-LRFD.

Profil yang akan digunakan merupakan profil WF yang berasal dari PT. Gunung Garuda. Tabel dan kurva ini dibuat dengan menitikberatkan pada perencanaan balok berdasarkan momen lentur murni. Koefisien pengali momen Cb yang digunakan dalam kurva sama dengan 1,0.

2. Kajian Pustaka 2.1 Kuat Nominal Lentur Penampang Dengan Pengaruh Tekuk Lokal Kuat nominal lentur penampang dengan pengaruh tekuk lokal tergantung dari kelangsingan penampang. Pengertian penampang kompak, tak-kompak, dan langsing suatu komponen struktur yang memikul lentur, ditentukan oleh kelangsingan elemen-elemen tekannya. Untuk dapat dikelompokkan sebagai penampang kompak, penampang WF atau I harus mempunyai rasio lebar-tebal b/t tidak lebih dari yp f/170=λ . Juga pelat badan yang menerima tekan akibat lentur

rasio h/tw tidak boleh lebih dari yp f/1680=λ . Pada penampang tak-kompak, rasio lebar-tebal pelat

sayap tidak boleh lebih dari λr = 370 / ry ff − , sedangkan untuk pelat badan tidak boleh lebih dari λr =

2550 / yf . fy adalah tegangan leleh dan fr adalah tegangan tekan residual yang diasumsikan sama dengan

70 MPa untuk profil hasil rol (cetakan) dan 115 MPa untuk profil hasil pengelasan. a. Penampang Kompak

Untuk penampang-penampang yang memenuhi λ ≤ λp, kuat lentur nominal penampang adalah: Mn = Mp (1)

b. Penampang Tak-Kompak Untuk penampang yang memenuhi λp < λ ≤ λr, kuat lentur nominal penampang adalah:

Mn = Mp - ( Mp – Mr ) pr

pλλ

λλ

−

− (2)

dengan, Mr = S ( fy – fr ) (3)

Sumargo 1


c. Penampang Langsing Untuk pelat sayap yang memenuhi λ ≥ λr, kuat lentur nominal penampang adalah: Mn = Mr ( λr / λ )2 (4)

2.2 Kuat Nominal Lentur Penampang Dengan Pengaruh Tekuk Lateral Kuat komponen struktur dalam memikul momen lentur tergantung dari panjang bentang antara dua pengekang lateral yang berdekatan, Lb. Berdasarkan panjang bentang kuat komponen struktur dibagi menjadi tiga, yaitu bentang pendek, bentang menengah, dan bentang panjang. Batas-batas bentang pengekang lateral ditentukan pada Tabel 1.

Tabel 1 Bentang Untuk Pengekangan Lateral Profil Lp Lr

Profil-I dan kanal ganda 1,76 ry

yfE

dengan

ry = AI y adalah jari –

jari girasi terhadap sumbu lemah

ry2

.21 11 L

L

fXfX

++⎥⎦

⎤⎢⎣

⎡ dengan

fL = fy - fr

X1 = 2

EGJASπ

X2 = Y

w

II

GJS 2

4 ⎟⎠⎞

⎜⎝⎛

Iw adalah konstanta puntir lengkung J adalah konstanta puntir torsi

* Sumber SNI 03-1729-2002 hal. 38 a. Bentang Pendek

Untuk komponen struktur yang memenuhi Lb ≤ Lp kuat nominal komponen struktur terhadap momen lentur adalah: Mn = Mp (5)

b. Bentang Menengah Untuk komponen struktur yang memenuhi Lp ≤ Lb ≤ Lr kuat nominal komponen struktur terhadap momen lentur adalah:

Mn = Cb ( ) ( )( )⎥⎥⎦

⎤

⎢⎢⎣

⎡

−−

−+pr

brrpr LL

LLMMM ≤ Mp (6)

c. Bentang Panjang

Untuk komponen struktur yang memenuhi Lb ≥ Lr kuat nominal komponen struktur terhadap momen lentur adalah: Mn = Mcr ≤ Mp (7) dengan Mcr untuk profil I adalah:

Sumargo 2


Mcr = wyb

yb

b IIL

EGJEIL

C2

⎟⎟⎠

⎞⎜⎜⎝

⎛+

ππ (8)

3. Validasi Berdasarkan SNI 03-1729-2002 Profil 450 x 200 (H = 450 mm, B = 200 mm, t1 = 9 mm, t2 = 14 mm, r = 18 mm, iy = 4,40 cm, Iy = 1870 cm4, A = 96,8 cm2, Sx = 1490 cm3, Zx = 1678,97 cm3) Selanjutnya akan dicari momen rencana (design moment) profil ini untuk panjang-tanpa-sokongan yang berlainan, yaitu: Lb = 1 m, 4 m dan 7 m. Cb = 1 fy = 250 MPa fr = 70 MPa (penampang dirol) Cek kapasitas penampang

Pelat sayap ⇒ λ = ( ) 14,7142

200==

tb

λp = 75,10250

170170==

yf

λ ≤ λp ⇒ Pelat sayap kompak

Pelat badan ⇒ λ = ( ) ( ) 89,429

182142450=

−−=

wth

λp = 25,106250

16801680==

yf

λ ≤ λp ⇒ Pelat badan kompak Momen desain pelat sayap = Momen desain pelat badan Mn = Mp = fy.Zx

= 250 x 1678970 = 419 742 500 N-mm ≈ 42,80 ton-m

φMn = 0,9 (42,80) = 38.52 ton-m Cek terhadap jarak sokongan lateral

Lp = 1,76 ry yf

E

= 1,76 (44)250

200000 = 2190,3 mm = 2,19 m

Lr = ry2

.21 11 L

L

fXfX

++⎥⎦

⎤⎢⎣

⎡

fL = fy - fr = 250 – 70 = 180 MPa

X1 = 2

EGJASπ

Sumargo 3


J = 1/3 (H tw3 + 2 B tf

3) = 1/3 (450 x (9)3 + 2 x 200 (14)3) = 475216,67 mm4

X1 = ( )( )( )

2968067,47521680000200000

1490000π

= 12790,64 MPa

X2 = Y

w

II

GJS 2

4 ⎟⎠⎞

⎜⎝⎛

Iw = Iy H2/4

X2 = ( ) 4450

67,4752168000014900004

22

⎟⎟⎠

⎞⎜⎜⎝

⎛

= 3,11 x 10-4 mm4/N2

Lr = 44 ( )( )( )24 1801011,311180

64,12790 −++⎥⎦⎤

⎢⎣⎡ x

= 6504,6 mm = 6,50 m a. Momen desain untuk Lb = 1 m Lb < Lp Mn = Mp = fy.Zx

= 250 x 1678970 = 419742500 N-mm ≈ 42,80 ton-m

φMn = 0,9 (42,80) = 38.52 ton-m Momen rencana balok untuk Lb = 1 m adalah nilai terkecil dari momen desain pelat sayap, pelat badan, dan jarak sokongan lateral, maka: φMn = 38,52 ton-m b. Momen desain untuk Lb = 4 m Lr < Lb < Lp

Mn = Cb ( ) ( )( )⎥⎥⎦

⎤

⎢⎢⎣

⎡

−−

−+pr

brrpr LL

LLMMM ≤ Mp

Mp = fy.Zx = 250 x 1678970 = 419742500 N-mm ≈ 42,80 ton-m

Mr = S(fy – fr) = 1490000 (250 – 70) = 268200000 N-mm ≈ 27,35 ton-m

Mn = 1 ( ) ( )( )⎥⎦

⎤⎢⎣

⎡−

−−+

19,25,6

45,635,2780,4235,27

= 36,31 ton-m < 42,80 ton-m (memenuhi) φMn = 0,9 (36,31) = 32,68 ton-m Momen desain balok untuk Lb = 4 m adalah nilai terkecil dari momen desain pelat sayap, pelat badan, dan jarak sokongan lateral, maka:

Sumargo 4


φMn = 32,68 ton-m c. Momen desain untuk Lb = 7 m Lb > Lr

Mn = Mcr ≤ Mp

= wyb

yb

b IIL

EGJEIL

C2

⎟⎟⎠

⎞⎜⎜⎝

⎛+

ππ

EIyGJ = ( )( )( )( )67,4752161081087,1102 475 xxx = 1,42 x 1023 N2/mm4

Mn = ( ) ( ) ( ) ( )4

4501087,17000

1021042,17000

122725

23 xxx ⎟⎟⎠

⎞⎜⎜⎝

⎛+

ππ

= 239437641,3 N-mm ≈ 24,42 ton-m φMn = 0,9 (24,42) = 21,98 ton-m Momen desain balok untuk Lb = 7 m adalah nilai terkecil dari momen desain pelat sayap, pelat badan, dan jarak sokongan lateral, maka : φMn = 21,98 ton-m

4. Validasi Berdasarkan AISC-LRFD Profil 450 x 200 (d = 17,72 in, bf = 7,87 in, tw = 0,35 in, tf = 0,55 in, r = 0,71 in, ry = 1,73 in, Iy = 44,93 in4, A = 15 in2, Sx = 90,93 in3, Zx = 102,46 in3) Selanjutnya akan dicari momen rencana (design moment) profil ini untuk panjang-tanpa-sokongan yang berlainan, yaitu: Lb = 3,3 ft (1 m), 13,1 ft (4 m) dan 23,0 ft (7 m). Cb = 1 fy = 36 ksi fr = 10 ksi (penampang dirol) Cek kapasitas penampang

Pelat sayap ⇒ λ = ( ) 14,755,02

87,72

==f

f

tb

λp = 83,1036

6565==

yf

λ ≤ λp ⇒ Pelat sayap kompak

Pelat badan ⇒ λ = ( ) ( ) 43,43

35,071,0255,0272,17

=−−

=wth

λp = 67,10636

640640==

yf

λ ≤ λp ⇒ Pelat badan kompak

Momen desain pelat sayap = Momen desain pelat badan Mn = Mp = fy.Zx

Sumargo 5


= 36 x 102,46 = 3688,56 kip-in φMn = 0,9 (3688,56) = 3319,7 kip-in ≈ 38,25 ton-m Cek terhadap jarak sokongan lateral

Lp = y

y

f

r300

=( )36

73,1300 = 86,5 in = 7,2 ft

Lr = 2.2

1 )(11 ryry

y ffXff

Xr−++

⎥⎥⎦

⎤

⎢⎢⎣

⎡

−

fy - fr = 36 – 10 = 26 ksi

X1 = 2

EGJAS x

π

J = 1/3 (d tw3 + 2 bf tf

3) = 1/3 (17,72 x (0,35)3 + 2 x 7,87 (0,55)3) = 1,13 in4

X1 = ( )( )( )

21513,11120029000

93,90π

= 1812,7 ksi

X2 = Y

wx

IC

GJS 2

4 ⎟⎠⎞

⎜⎝⎛

Cw = Iy d2/4

X2 = ( ) 472,17

13,11120093,904

22

⎟⎟⎠

⎞⎜⎜⎝

⎛

= 1,62 x 10-2 in4/kip2

Lr = ( ) ( )( )( )22 261062,11126

7,181273,1 −++⎥⎦⎤

⎢⎣⎡ x

= 254,64 in = 21,22 ft a. Momen desain untuk Lb = 3,3 ft : Lb < Lp Mn = Mp = fy.Zx = 36 x 102,46 = 3688,56 kip-in φMn = 0,9 (3688,56) = 3319,7 kip-in ≈ 38,25 ton-m

Sumargo 6


Momen desain balok untuk Lb = 3,3 ft adalah nilai terkecil dari momen desain pelat sayap, pelat badan, dan jarak sokongan lateral, maka: φMn = 38,25 ton-m b. Momen desain untuk Lb = 13,1 ft : Lr < Lb < Lp

Mn = Cb ( )( )( )⎥⎥⎦

⎤

⎢⎢⎣

⎡

−

−−−

pr

pbrpp LL

LLMMM ≤ Mp

Mp = fy.Zx = 36 x 102,46 = 3688,56 kip-in = 307,38 kip-ft Mr = S(fy – fr) = 90,93 (36 – 10) = 2364,18 kip-in = 197,02 kip-ft

Mn = 1 ( ) ( )( )⎥⎦

⎤⎢⎣

⎡−

−−−

2,722,212,71,1302,19738,30738,307

= 260,94 kip-ft < 307,38 kip-ft (memenuhi) φMn = 0,9 (260,94) = 234,85 kip-ft ≈ 32,47 ton-m Momen desain balok untuk Lb = 13,1 ft adalah nilai terkecil dari momen desain pelat sayap, pelat badan, dan jarak sokongan lateral, maka : φMn = 32,47 ton-m c. Momen desain untuk Lb = 23 ft : Lb > Lr

Mn = Mcr ≤ Mp

= wyb

yb

b IIL

EGJEIL

C2

⎟⎟⎠

⎞⎜⎜⎝

⎛+

ππ

EIyGJ = ( )( )( )( )13,11120093,44109,2 4x

= 1,65 x 1010 k2/in4

Mn = ( ) ( ) ( ) ( )4

72,1793,44276290001065,1

2761

22210 ⎟

⎠⎞

⎜⎝⎛+

ππ x

= 2091,64 kip-in φMn = 0,9 (2091,64) = 1882,48 kip-in ≈ 21,69 ton-m

Sumargo 7


Momen desain balok untuk Lb = 23 ft adalah nilai terkecil dari momen desain pelat sayap, pelat badan, dan jarak sokongan lateral, maka : φMn = 21,69 ton-m 5. Prosedur Perancangan Balok Langkah-langkah yang ditempuh untuk merancang dimensi balok dengan bantuan tabel adalah: 1. Hitung semua kombinasi pembebanan akibat beban yang bekerja pada balok yang ditinjau, termasuk

perkiraan berat sendiri balok, sesuai dengan kombinasi pembebanan yang telah ditentukan dalam SNI 03-1729-2002.

2. Tentukan berat total maksimum dari semua kombinasi beban yang bekerja pada balok yang ditinjau. 3. Tentukan profil yang paling ekonomis pada tabel. Cari berat maksimum balok yang sama dengan atau

lebih besar dari berat total beban yang bekerja, dengan memperhatikan panjang bentang balok yang ditinjau.

4. Jika berat profil yang didapat lebih besar dari berat profil asumsi ulangi mulai dari langkah 1, dengan memasukkan berat profil aktual

Langkah-langkah untuk merencanakan dimensi balok dengan bantuan kurva adalah : 1. Hitung semua kombinasi pembebanan akibat beban yang bekerja pada balok yang ditinjau, termasuk

perkiraan berat sendiri balok, sesuai dengan kombinasi pembebanan yang telah ditentukan dalam SNI 03-1729-2002.

2. Tentukan kombinasi pembebanan maksimum dari semua kombinasi pembebanan tersebut. Hitung momen ultimate yang bekerja.

3. Plot pada kurva antara momen ultimate yang bekerja dengan panjang tanpa sokongan. Tentukan profil yang optimum dengan menentukan kurva terdekat yang berada diatas dan atau di kanan titik koordinat yang didapat.

4. Jika berat profil yang didapat lebih besar dari berat profil asumsi ulangi mulai dari langkah 1, dengan memasukkan berat profil aktual.

6. Perancangan Balok Dengan SNI 03-1729-2002-LRFD a. Menentukan profil W dengan tabel (balok dengan sokongan lateral)

Diketahui: Beban mati (DL) = 2,5 ton/m Beban hidup (LL) = 0,5 ton/m Panjang bentang (L) = 7 m fy = 250 MPa

Balok mendapat sokongan lateral penuh Penyelesaian: Asumsi berat sendiri balok 60 kg/m qu1 = 1,4DL = 1,4 (2,56 x 7) = 25,09 ton qu2 = 1,2DL + 1,6LL = 1,2 (2,56 x 7) + 1,6(0,5 x 7) = 27,10 ton qu = nilai terbesar = 27,10 ton Dari tabel balok dengan sokongan lateral dengan fy = 250, qtabel ≥ qu dan L = 7 m Dipilih profil 396 x 199 (qtabel = 29,57 ton), berat profil = 56,6 kg/m

b. Menentukan profil W dengan kurva (balok dengan sokongan lateral parsial) Diketahui: Beban mati (DL) = 2 ton/m

Sumargo 8


Beban hidup (LL) = 0,5 ton/m Panjang Bentang (L) = 10 m

Panjang sokongan lateral (Lb) = 5 m fy = 250 Mpa

Penyelesaian: Asumsi berat sendiri balok 110 kg/m wu1 = 1,4DL = 1,4 (2,11 ) = 2,95 ton/m wu2 = 1,2DL + 1,6LL = 1,2 (2,11) + 1,6(0,5) = 3,33 ton/m wu = nilai terbesar = 3,33 ton/m Mu = 1/8 wu L2

= 1/8 (3,33) (10)2 = 41,63 ton-m Dari kurva untuk fy = 250 MPa Plot pada kurva dengan nilai φMn = 41,63 ton-m dan Lb = 5 m. Dipilih profil 600 x 200, berat profil = 106 kg/m

7. Perancangan Balok Dengan AISC-LRFD a. Menentukan profil W dengan tabel (balok dengan sokongan lateral)

Diketahui: Beban mati (DL) = 2,5 ton/m ≈ 1,68 k/ft Beban hidup (LL) = 0,5 ton/m ≈ 0,34 k/ft Panjang bentang (L) = 7 m ≈ 23 ft

fy = 250 MPa ≈ 36 ksi Balok mendapat sokongan lateral penuh

Penyelesaian: Asumsi berat sendiri balok 40 lb/ft qu1 = 1,4DL = 1,4 (1,72 x 23) = 55,38 kip qu2 = 1,2DL + 1,6LL = 1,2 (1,72 x 23) + 1,6(0,34 x 23) = 60 kip qu = nilai terbesar = 60 kip Dari tabel balok dengan sokongan lateral dengan fy = 36 ksi, qtabel ≥ qu dan L = 23 ft Dipilih profil W16 x 36 (qtabel = 60 kip), berat = 36 lb/ft ≈ 53,6 kg/m.

b. Menentukan profil W dengan kurva (balok dengan sokongan lateral parsial) Diketahui: Beban mati (DL) = 2 ton/m ≈ 1,34 lb/ft Beban hidup (LL) = 0,5 ton/m ≈ 0,34 lb/ft

Panjang Bentang (L) = 10 m ≈ 32,8 ft Panjang sokongan lateral (Lb) = 5 m ≈ 16,4 ft fy = 250 MPa ≈ 36 ksi Penyelesaian: Asumsi berat sendiri balok 80 lb/ft wu1 = 1,4DL = 1,4 (1,42 ) = 1,99 k/ft wu2 = 1,2DL + 1,6LL

Sumargo 9


= 1,2 (1,42) + 1,6(0,34) = 2,25 k/ft wu = nilai terbesar = 2,25 k/ft Mu = 1/8 wu L2

= 1/8 (2,25) (32,8)2 = 302,6 kip-ft Dari kurva untuk fy = 36 ksi Plot pada kurva dengan nilai φMn = 302,6 kip-ft dan Lb = 16,4 ft. Dipilih profil W18 x 71, berat profil = 71 lb/ft ≈ 105,7 kg/m.

Sumargo 10


Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)

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Panjang Tanpa Sokongan (m)

φ M

n - M

omen

Des

ain

(ton

-m)

Sumargo 11



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φ M

n - M

omen

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ain

(ton

-m)

Sumargo 12



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n - M

omen

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ain

(ton

-m)

Sumargo 13


Sumargo 14


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n - M

omen

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(ton

-m)


Sumargo 15


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φ M

n - M

omen

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ain

(ton

-m)



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φ M

n - M

omen

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ain

(ton

-m)

Sumargo 16



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φ M

n - M

omen

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ain

(ton

-m)

Sumargo 17


Sumargo 18


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20φ

Mn

- Mom

en D

esai

n (t

on-m

)

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20




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n - M

omen

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ain

(ton

-m)

Sumargo 19


Sumargo 20


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n - M

omen

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(ton

-m)


Sumargo 21


Sumargo 22


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n - M

omen

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ain

(ton

-m)


Sumargo 23


Sumargo 24


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n - M

omen

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ain

(ton

-m)


Sumargo 25


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n - M

omen

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(ton

-m)


Sumargo 26


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181

182

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)


Sumargo 27



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8

9

10

11

12

13

14

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

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Sumargo 28


Sumargo 29


20

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

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Sumargo 30


40

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49

50

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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Sumargo 31


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76

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

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-m)


Sumargo 32


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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

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Sumargo 33


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120

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

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120

121

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129

130

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133

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136

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148

149

150

151

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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Sumargo 34


Sumargo 35


160

161

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167

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

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8

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

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omen

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Sumargo 36


Sumargo 37


20

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28

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30

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

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48

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50

51

52

53

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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Sumargo 38


Sumargo 39


60

61

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63

64

65

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67

68

69

70

71

72

73

74

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76

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)


Sumargo 40


80

81

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83

84

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86

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88

89

90

91

92

93

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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n - M

omen

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(ton

-m)


Sumargo 41


100

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

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(ton

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140

141

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omen

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Sumargo 42


Sumargo 43


180

181

182

183

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185

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211

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217

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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n - M

omen

Des

ain

(ton

-m)



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8

9

10

11

12

13

14

15

16

17

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19

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)

Sumargo 44



20

21

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28

29

30

31

32

33

34

35

36

37

38

39

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

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(ton

-m)

Sumargo 45


Sumargo 46


40

41

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45

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48

49

50

51

52

53

54

55

56

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)


Sumargo 47


60

61

62

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64

65

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67

68

69

70

71

72

73

74

75

76

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78

79

80

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)


Sumargo 48


80

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92

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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n - M

omen

Des

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(ton

-m)


Sumargo 49


100

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108

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110

111

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113

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116

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119

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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n - M

omen

Des

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-m)


Sumargo 50


120

121

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128

129

130

131

132

133

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135

136

137

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139

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)


Sumargo 51


140

141

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143

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145

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148

149

150

151

152

153

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155

156

157

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159

160

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)


Sumargo 52


160

161

162

163

164

165

166

167

168

169

170

171

172

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175

176

177

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


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n - M

omen

Des

ain

(ton

-m)


Sumargo 53


200

201

202

203

204

205

206

207

208

209

210

211

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213

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215

216

217

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221

222

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228

229

230

231

232

233

234

235

236

237

238

239

240

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)



240

242

244

246

248

250

252

254

256

258

260

262

264

266

268

270

272

274

276

278

280

282

284

286

288

290

292

294

296

298

300

302

304

306

308

310

312

314

316

318

320

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


φ M

n - M

omen

Des

ain

(ton

-m)

PROPERTI PENAMPANG

Sumargo 54


Profil (HxB) 100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 99

H 100 125 150 148 150 175 198B 100 125 75 100 150 175 99

t1atau (tw) mm 6 6.5 5 6 7 7.5 4.5t2atau (tf) mm 8 9 7 9 10 11 7

r (mm) 10 10 8 11 11 12 11A (cm2) 21.9 30.31 17.85 26.84 40.14 51.21 23.18

Berat (kg/m) 17.2 23.8 14 21.1 31.5 40.2 18.2Ix (cm4) 383 847 666 1020 1640 2880 1580

Iy (cm4) 134 293 49.5 151 563 984 114ix (cm) 4.18 5.29 6.11 6.17 6.39 7.5 8.26iy (cm) 2.47 3.11 1.66 2.37 3.75 4.38 2.21

Sx (cm3) 76.5 136 88.8 138 219 330 160Zx (cm3) 87.59 153.50 101.83 156.94 246.06 368.70 179.74

Profil (HxB) 200x100 200x200 248x124 250x125 250x250 298x149 300x150

H 200 200 248 250 250 298 300B 100 200 124 125 250 149 150

t1atau (tw) mm 5.5 8 5 6 9 5.5 6.5t2atau (tf) mm 8 12 8 9 14 8 9

r (mm) 11 13 12 12 16 13 13A (cm2) 27.16 65.53 32.68 37.66 92.18 40.8 46.78

Berat (kg/m) 21.3 49.9 25.7 29.6 72.4 32 36.7Ix (cm4) 1840 4720 3540 4050 10800 6320 7210Iy (cm4) 134 1600 255 294 3650 442 508ix (cm) 8.24 8.62 10.4 10.4 10.8 12.4 12.4iy (cm) 2.22 5.02 2.79 2.79 6.29 3.29 3.29

Sx (cm3) 184 472 285 324 867 424 481Zx (cm3) 209.44 525.48 319.35 365.85 960.46 475.03 542.08

Sumargo 55


Profil (HxB) 300x300 346x174 350x175 350x350 396x199 400x200 400x400

H 300 346 350 350 396 400 400B 300 174 175 350 199 200 400

t1atau (tw) mm 10 6 7 12 7 8 13t2atau (tf) mm 15 9 11 19 11 13 21

r (mm) 18 14 14 20 16 16 22A (cm2) 119.8 52.68 63.14 173.9 72.16 84.1 218.7

Berat (kg/m) 94 41.4 49.6 137 56.6 66 172Ix (cm4) 20400 11100 13600 40300 20000 23700 66600Iy (cm4) 6750 792 984 13600 1450 1740 22400ix (cm) 13.1 14.5 14.7 15.2 16.7 16.8 17.5iy (cm) 7.51 3.88 3.95 8.84 4.48 4.54 10.1

Sx (cm3) 1360 641 775 2300 1010 1190 3330Zx (cm3) 1501.12 716.14 867.87 2545.14 1127.80 1326.20 3672.35

Profil (HxB) 450x200 500x200 600x200 588x300 700x300 800x300

H 450 500 600 588 700 800B 200 200 200 300 300 300

t1atau (tw) mm 9 10 11 12 13 14t2atau (tf) mm 14 16 17 20 24 26

r (mm) 18 20 22 28 28 28A (cm2) 96.8 114.2 134.4 192.5 235.5 267.4

Berat (kg/m) 76 89.6 106 151 185 210Ix (cm4) 33500 47800 77600 118000 201000 292000Iy (cm4) 1870 2140 2280 9020 10800 11700ix (cm) 18.6 20.5 24 24.8 29.3 33iy (cm) 4.4 4.33 4.12 6.85 6.78 6.62

Sx (cm3) 1490 1910 2590 4020 5760 7290Zx (cm3) 1678.97 2175.06 2978.54 4488.84 6463.66 8242.59

Sumargo 56


f y = 210

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.201.34 1.69 0.90 1.29 2.04 2.38 1.20

0.50 27.01 47.33 31.40 48.39 75.88 113.69 55.420.75 18.01 31.56 20.93 32.26 50.58 75.80 36.951.00 13.51 23.67 15.70 24.20 37.94 56.85 27.711.25 10.80 18.93 12.56 19.36 30.35 45.48 22.171.50 9.00 15.78 10.47 16.13 25.29 37.90 18.471.75 7.72 13.52 8.97 13.83 21.68 32.48 15.84

2.00 6.75 11.83 7.85 12.10 18.97 28.42 13.862.25 6.00 10.52 6.98 10.75 16.86 25.27 12.322.50 5.40 9.47 6.28 9.68 15.18 22.74 11.082.75 4.91 8.61 5.71 8.80 13.80 20.67 10.083.00 4.50 7.89 5.23 8.07 12.65 18.95 9.243.25 4.16 7.28 4.83 7.45 11.67 17.49 8.53

3.50 3.86 6.76 4.49 6.91 10.84 16.24 7.923.75 3.60 6.31 4.19 6.45 10.12 15.16 7.394.00 3.38 5.92 3.92 6.05 9.48 14.21 6.934.25 3.18 5.57 3.69 5.69 8.93 13.38 6.524.50 3.00 5.26 3.49 5.38 8.43 12.63 6.164.75 2.84 4.98 3.31 5.09 7.99 11.97 5.83

5.00 2.70 4.73 3.14 4.84 7.59 11.37 5.545.50 2.46 4.30 2.85 4.40 6.90 10.34 5.046.00 2.25 3.94 2.62 4.03 6.32 9.47 4.626.50 2.08 3.64 2.42 3.72 5.84 8.75 4.267.00 1.93 3.38 2.24 3.46 5.42 8.12 3.967.50 1.80 3.16 2.09 3.23 5.06 7.58 3.69

8.00 1.69 2.96 1.96 3.02 4.74 7.11 3.468.50 1.59 2.78 1.85 2.85 4.46 6.69 3.269.00 1.50 2.63 1.74 2.69 4.22 6.32 3.089.50 1.42 2.49 1.65 2.55 3.99 5.98 2.92

10.00 1.35 2.37 1.57 2.42 3.79 5.68 2.77

87.59 153.50 101.83 156.94 246.06 368.70 179.7413.51 23.67 15.70 24.20 37.94 56.85 27.716.94 9.40 8.67 10.27 12.14 15.18 10.305.20 5.95 3.61 5.78 7.08 8.31 3.90

115.64 125.27 96.36 115.64 134.91 144.54 86.739.64 11.53 6.86 10.23 13.58 15.80 5.86

187.89 169.87 82.84 112.84 159.12 152.51 45.758.39 10.12 6.03 9.11 11.99 14.02 5.25

250.52 226.50 110.46 150.46 212.17 203.34 61.00

φ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m

φbWc ton-mφvVn tonφ R1 tonφ R2 ton/m

f y =

210

MPa

Ben

tang

( m

)

Properti Penampang dan Nilai ReaksiZx cm3

Untuk Balok Dengan Sokongan Lateral Menerus

H x B (mm)Berat (kg/m)

Lp (m)

MPaBALOKProfil W

Berat Maksimum (ton)

Sumargo 57


f y = 210

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.21 2.73 1.52 1.52 3.42 1.79 1.79

0.50 64.58 162.04 98.47 112.81 296.17 146.48 167.160.75 43.06 108.03 65.65 75.21 197.45 97.65 111.441.00 32.29 81.02 49.24 56.41 148.08 73.24 83.581.25 25.83 64.82 39.39 45.13 118.47 58.59 66.861.50 21.53 54.01 32.82 37.60 98.72 48.83 55.721.75 18.45 46.30 28.14 32.23 84.62 41.85 47.76

2.00 16.15 40.51 24.62 28.20 74.04 36.62 41.792.25 14.35 36.01 21.88 25.07 65.82 32.55 37.152.50 12.92 32.41 19.69 22.56 59.23 29.30 33.432.75 11.74 29.46 17.90 20.51 53.85 26.63 30.393.00 10.76 27.01 16.41 18.80 49.36 24.41 27.863.25 9.94 24.93 15.15 17.36 45.56 22.54 25.72

3.50 9.23 23.15 14.07 16.12 42.31 20.93 23.883.75 8.61 21.61 13.13 15.04 39.49 19.53 22.294.00 8.07 20.25 12.31 14.10 37.02 18.31 20.894.25 7.60 19.06 11.59 13.27 34.84 17.23 19.674.50 7.18 18.00 10.94 12.53 32.91 16.28 18.574.75 6.80 17.06 10.37 11.88 31.18 15.42 17.60

5.00 6.46 16.20 9.85 11.28 29.62 14.65 16.725.50 5.87 14.73 8.95 10.26 26.92 13.32 15.206.00 5.38 13.50 8.21 9.40 24.68 12.21 13.936.50 4.97 12.46 7.57 8.68 22.78 11.27 12.867.00 4.61 11.57 7.03 8.06 21.15 10.46 11.947.50 4.31 10.80 6.56 7.52 19.74 9.77 11.14

8.00 4.04 10.13 6.15 7.05 18.51 9.16 10.458.50 3.80 9.53 5.79 6.64 17.42 8.62 9.839.00 3.59 9.00 5.47 6.27 16.45 8.14 9.299.50 3.40 8.53 5.18 5.94 15.59 7.71 8.80

10.00 3.23 8.10 4.92 5.64 14.81 7.32 8.36

209.44 525.48 319.35 365.85 960.46 475.03 542.0832.29 81.02 49.24 56.41 148.08 73.24 83.5812.72 18.50 14.34 17.35 26.02 18.95 22.555.03 9.64 4.82 6.07 13.01 5.56 6.89

106.00 154.18 96.36 115.64 173.45 106.00 125.278.46 18.18 7.34 10.23 23.43 8.46 11.53

72.36 148.45 43.84 66.80 144.94 48.56 70.787.50 16.20 6.61 9.11 21.02 7.50 10.12

96.48 197.94 58.46 89.07 193.25 64.75 94.37φ R6 ton/m

φ R2 ton/mφ R3 tonφ R4 ton/mφ R5 ton

Zx cm3

φbWc ton-mφvVn tonφ R1 ton

Lp (m)

f y =

210

MPa

Ben

tang

( m

)

Properti Penampang dan Nilai Reaksi

Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus


MPaBALOKProfil W

Sumargo 58


f y = 210

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.004.08 2.11 2.15 4.80 2.43 2.47 5.49

0.50 462.89 220.83 267.62 784.82 347.77 408.95 1132.420.75 308.59 147.22 178.41 523.22 231.85 272.63 754.941.00 231.45 110.42 133.81 392.41 173.88 204.48 566.211.25 185.16 88.33 107.05 313.93 139.11 163.58 452.971.50 154.30 73.61 89.21 261.61 115.92 136.32 377.471.75 132.25 63.09 76.46 224.24 99.36 116.84 323.55

2.00 115.72 55.21 66.90 196.21 86.94 102.24 283.102.25 102.86 49.07 59.47 174.41 77.28 90.88 251.652.50 92.58 44.17 53.52 156.96 69.55 81.79 226.482.75 84.16 40.15 48.66 142.70 63.23 74.35 205.893.00 77.15 36.81 44.60 130.80 57.96 68.16 188.743.25 71.21 33.97 41.17 120.74 53.50 62.92 174.22

3.50 66.13 31.55 38.23 112.12 49.68 58.42 161.773.75 61.72 29.44 35.68 104.64 46.37 54.53 150.994.00 57.86 27.60 33.45 98.10 43.47 51.12 141.554.25 54.46 25.98 31.48 92.33 40.91 48.11 133.234.50 51.43 24.54 29.74 87.20 38.64 45.44 125.824.75 48.73 23.25 28.17 82.61 36.61 43.05 119.20

5.00 46.29 22.08 26.76 78.48 34.78 40.90 113.245.50 42.08 20.08 24.33 71.35 31.62 37.18 102.956.00 38.57 18.40 22.30 65.40 28.98 34.08 94.376.50 35.61 16.99 20.59 60.37 26.75 31.46 87.117.00 33.06 15.77 19.12 56.06 24.84 29.21 80.897.50 30.86 14.72 17.84 52.32 23.18 27.26 75.49

8.00 28.93 13.80 16.73 49.05 21.74 25.56 70.788.50 27.23 12.99 15.74 46.17 20.46 24.06 66.619.00 25.72 12.27 14.87 43.60 19.32 22.72 62.919.50 24.36 11.62 14.09 41.31 18.30 21.52 59.60

10.00 23.14 11.04 13.38 39.24 17.39 20.45 56.62

1501.12 716.14 867.87 2545.14 1127.80 1326.20 3672.35231.45 110.42 133.81 392.41 173.88 204.48 566.2134.69 24.01 28.33 48.57 32.05 37.00 60.1315.90 6.65 8.43 22.55 9.11 11.18 26.93

192.73 115.64 134.91 231.27 134.91 154.18 250.5428.41 10.23 14.25 42.03 14.25 18.92 49.82

154.64 48.27 62.00 180.82 54.79 68.52 182.0025.32 9.11 12.80 37.81 12.80 17.10 44.97

206.19 64.36 82.66 241.10 73.06 91.36 242.67φ R5 tonφ R6 ton/m



φbWc ton-mφvVn ton

Berat (kg/m)Lp (m)

f y =

210

MPa

Ben

tang

( m

)

Profil WBerat Maksimum (ton)


H x B (mm)

MPaBALOK

Sumargo 59


f y = 210

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.39 2.35 2.24 3.72 3.68 3.60

0.50 517.73 670.71 918.47 1384.19 1993.15 2541.700.75 345.15 447.14 612.31 922.79 1328.76 1694.471.00 258.87 335.35 459.24 692.09 996.57 1270.851.25 207.09 268.28 367.39 553.68 797.26 1016.681.50 172.58 223.57 306.16 461.40 664.38 847.231.75 147.92 191.63 262.42 395.48 569.47 726.20

2.00 129.43 167.68 229.62 346.05 498.29 635.432.25 115.05 149.05 204.10 307.60 442.92 564.822.50 103.55 134.14 183.69 276.84 398.63 508.342.75 94.13 121.95 166.99 251.67 362.39 462.133.00 86.29 111.78 153.08 230.70 332.19 423.623.25 79.65 103.19 141.30 212.95 306.64 391.03

3.50 73.96 95.82 131.21 197.74 284.74 363.103.75 69.03 89.43 122.46 184.56 265.75 338.894.00 64.72 83.84 114.81 173.02 249.14 317.714.25 60.91 78.91 108.06 162.85 234.49 299.024.50 57.53 74.52 102.05 153.80 221.46 282.414.75 54.50 70.60 96.68 145.70 209.80 267.55

5.00 51.77 67.07 91.85 138.42 199.31 254.175.50 47.07 60.97 83.50 125.84 181.20 231.066.00 43.14 55.89 76.54 115.35 166.10 211.816.50 39.83 51.59 70.65 106.48 153.32 195.527.00 36.98 47.91 65.61 98.87 142.37 181.557.50 34.52 44.71 61.23 92.28 132.88 169.45

8.00 32.36 41.92 57.40 86.51 124.57 158.868.50 30.45 39.45 54.03 81.42 117.24 149.519.00 28.76 37.26 51.03 76.90 110.73 141.219.50 27.25 35.30 48.34 72.85 104.90 133.77

10.00 25.89 33.54 45.92 69.21 99.66 127.09

1678.97 2175.06 2978.54 4488.84 6463.66 8242.59258.87 335.35 459.24 692.09 996.57 1270.8546.83 57.82 76.32 81.59 105.23 129.5113.88 17.35 20.67 27.75 32.57 36.43

173.45 192.73 212.00 231.27 250.54 269.8223.43 29.34 34.89 43.12 53.26 61.9680.52 86.98 90.81 102.25 91.00 91.8021.02 26.44 31.26 39.11 49.02 57.06

107.36 115.98 121.07 136.34 121.34 122.40φ R5 tonφ R6 ton/m





Lp (m)

f y =

210

MPa

Ben

tang

( m

)

BALOKProfil W


MPa

Sumargo 60


Fy = 210

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.20

0.00 1.69 2.96 1.96 3.02 4.74 7.11 3.460.50 1.69 2.96 1.96 3.02 4.74 7.11 3.461.00 1.69 2.96 1.93 3.02 4.74 7.11 3.461.50 1.67 2.96 1.79 2.97 4.74 7.11 3.312.00 1.63 2.91 1.65 2.85 4.74 7.11 3.072.50 1.58 2.84 1.50 2.73 4.64 7.07 2.823.00 1.53 2.76 1.36 2.61 4.53 6.92 2.573.50 1.48 2.69 1.22 2.48 4.42 6.77 2.324.00 1.44 2.61 1.07 2.36 4.31 6.62 2.074.50 1.39 2.54 0.93 2.24 4.20 6.46 1.785.00 1.34 2.46 0.83 2.12 4.09 6.31 1.555.50 1.30 2.39 0.75 1.99 3.98 6.16 1.386.00 1.25 2.31 0.68 1.87 3.87 6.01 1.246.50 1.20 2.24 0.62 1.75 3.76 5.86 1.127.00 1.16 2.17 0.58 1.61 3.66 5.71 1.037.50 1.11 2.09 0.54 1.50 3.55 5.56 0.958.00 1.06 2.02 0.50 1.40 3.44 5.41 0.888.50 1.01 1.94 0.47 1.31 3.33 5.25 0.839.00 0.97 1.87 0.44 1.24 3.22 5.10 0.779.50 0.91 1.79 0.42 1.17 3.11 4.95 0.73

10.00 0.87 1.71 0.40 1.11 3.00 4.80 0.6910.50 0.83 1.63 0.38 1.06 2.89 4.65 0.6511.00 0.79 1.55 0.36 1.01 2.77 4.50 0.6211.50 0.75 1.48 0.35 0.96 2.64 4.35 0.5912.00 0.72 1.42 0.33 0.92 2.53 4.19 0.5712.50 0.69 1.36 0.32 0.88 2.42 4.01 0.5413.00 0.66 1.31 0.30 0.85 2.32 3.85 0.5213.50 0.64 1.26 0.29 0.82 2.23 3.70 0.5014.00 0.62 1.21 0.28 0.79 2.15 3.56 0.4814.50 0.59 1.17 0.27 0.76 2.08 3.43 0.4715.00 0.57 1.13 0.26 0.73 2.00 3.31 0.4515.50 0.56 1.09 0.25 0.71 1.94 3.20 0.4316.00 0.54 1.06 0.25 0.69 1.88 3.09 0.4216.50 0.52 1.02 0.24 0.67 1.82 3.00 0.4117.00 0.51 0.99 0.23 0.65 1.76 2.91 0.3917.50 0.49 0.96 0.23 0.63 1.71 2.82 0.3818.00 0.48 0.94 0.22 0.61 1.66 2.74 0.3718.50 0.47 0.91 0.21 0.59 1.62 2.66 0.3619.00 0.45 0.89 0.21 0.58 1.57 2.59 0.3519.50 0.44 0.86 0.20 0.56 1.53 2.52 0.3420.00 0.43 0.84 0.20 0.55 1.49 2.46 0.33

76.5 136.0 88.8 138.0 219.0 330.0 160.087.6 153.5 101.8 156.9 246.1 368.7 179.7134 293 50 151 563 984 1142.47 3.11 1.66 2.37 3.75 4.38 2.21

21.90 30.31 17.85 26.84 40.14 51.21 23.18200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.13 7.22 2.34 5.93 11.72 17.99 2.8710.0 12.5 15.0 14.8 15.0 17.5 19.83350 11445 2784 8269 31669 75338 11173

34961 30575 20459 25689 27835 25855 143185.35E-06 8.66E-06 5.06E-05 1.86E-05 1.23E-05 1.61E-05 1.91E-04

70 70 70 70 70 70 70

Fy

= 21

0 M

pa

Span

( m

)

MPaBALOKProfil W

Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral


Properties and Reaction ValuesSx cm3

Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6

x1 MPax2 mm4/N2fr MPa

Sumargo 61


Fy = 210

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.21 2.73 1.52 1.52 3.42 1.79 1.794.44 13.12 4.86 5.21 15.06 5.44 5.73

0.00 4.04 10.13 6.15 7.05 18.51 9.16 10.450.50 4.04 10.13 6.15 7.05 18.51 9.16 10.451.00 4.04 10.13 6.15 7.05 18.51 9.16 10.451.50 3.88 10.13 6.15 7.05 18.51 9.16 10.452.00 3.63 10.13 5.79 6.67 18.51 8.94 10.222.50 3.37 10.13 5.42 6.28 18.51 8.43 9.683.00 3.11 10.02 5.05 5.89 18.51 7.92 9.133.50 2.85 9.83 4.68 5.50 18.46 7.42 8.594.00 2.59 9.63 4.30 5.11 18.14 6.91 8.054.50 2.33 9.43 3.93 4.72 17.82 6.40 7.515.00 2.04 9.24 3.52 4.33 17.51 5.89 6.975.50 1.82 9.04 3.08 3.88 17.19 5.36 6.436.00 1.64 8.85 2.74 3.46 16.88 4.69 5.796.50 1.50 8.65 2.46 3.13 16.56 4.17 5.177.00 1.38 8.46 2.24 2.85 16.24 3.75 4.677.50 1.27 8.26 2.05 2.62 15.93 3.40 4.258.00 1.19 8.07 1.90 2.43 15.61 3.11 3.918.50 1.11 7.87 1.76 2.26 15.29 2.87 3.619.00 1.04 7.68 1.65 2.12 14.98 2.66 3.369.50 0.98 7.48 1.54 1.99 14.66 2.48 3.14

10.00 0.93 7.29 1.45 1.88 14.34 2.32 2.9510.50 0.88 7.09 1.38 1.78 14.03 2.18 2.7811.00 0.84 6.89 1.30 1.69 13.71 2.06 2.6311.50 0.80 6.70 1.24 1.61 13.40 1.95 2.4912.00 0.77 6.50 1.18 1.53 13.08 1.85 2.3712.50 0.74 6.31 1.13 1.47 12.76 1.77 2.2613.00 0.71 6.11 1.08 1.41 12.45 1.69 2.1613.50 0.68 5.78 1.04 1.35 12.13 1.61 2.0714.00 0.65 5.56 1.00 1.30 11.81 1.55 1.9914.50 0.63 5.36 0.96 1.25 11.50 1.49 1.9115.00 0.61 5.17 0.93 1.21 11.18 1.43 1.8415.50 0.59 4.99 0.89 1.17 10.80 1.38 1.7816.00 0.57 4.83 0.87 1.13 10.43 1.33 1.7216.50 0.55 4.67 0.84 1.09 10.08 1.28 1.6617.00 0.53 4.53 0.81 1.06 9.76 1.24 1.6117.50 0.52 4.39 0.79 1.03 9.46 1.20 1.5618.00 0.50 4.27 0.76 1.00 9.18 1.17 1.5118.50 0.49 4.14 0.74 0.97 8.91 1.13 1.4619.00 0.48 4.03 0.72 0.94 8.66 1.10 1.4219.50 0.46 3.92 0.70 0.92 8.42 1.07 1.3820.00 0.45 3.82 0.68 0.89 8.20 1.04 1.35

184.0 472.0 285.0 324.0 867.0 424.0 481.0209.4 525.5 319.3 365.8 960.5 475.0 542.1134 1600 255 294 3650 442 5082.22 5.02 2.79 2.79 6.29 3.29 3.29

27.16 65.53 32.68 37.66 92.18 40.80 46.78200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.52 26.45 5.27 7.88 51.81 6.74 10.0420.0 20.0 24.8 25.0 25.0 29.8 30.0

13400 160000 39209 45938 570313 98128 11430016932 24796 12939 14941 22406 10993 12663

1.03E-04 1.99E-05 2.81E-04 1.65E-04 2.73E-05 5.49E-04 3.23E-0470 70 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 21

0 M

pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6


Sumargo 62


Fy = 210

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.004.08 2.11 2.15 4.80 2.43 2.47 5.4916.41 6.32 6.85 20.58 7.40 7.91 22.74

0.00 28.93 13.80 16.73 49.05 21.74 25.56 70.780.50 28.93 13.80 16.73 49.05 21.74 25.56 70.781.00 28.93 13.80 16.73 49.05 21.74 25.56 70.781.50 28.93 13.80 16.73 49.05 21.74 25.56 70.782.00 28.93 13.80 16.73 49.05 21.74 25.56 70.782.50 28.93 13.28 16.22 49.05 21.62 25.50 70.783.00 28.93 12.62 15.50 49.05 20.74 24.55 70.783.50 28.93 11.96 14.78 49.05 19.85 23.61 70.784.00 28.93 11.30 14.06 49.05 18.97 22.67 70.784.50 28.54 10.64 13.34 49.05 18.09 21.73 70.785.00 28.08 9.98 12.62 48.81 17.21 20.78 70.785.50 27.61 9.32 11.89 48.19 16.33 19.84 70.756.00 27.15 8.65 11.17 47.57 15.44 18.90 69.946.50 26.68 7.87 10.45 46.95 14.56 17.96 69.137.00 26.22 7.02 9.63 46.33 13.68 17.01 68.327.50 25.75 6.33 8.73 45.72 12.72 16.07 67.518.00 25.29 5.75 7.99 45.10 11.53 15.10 66.708.50 24.82 5.27 7.35 44.48 10.54 13.86 65.899.00 24.36 4.86 6.81 43.86 9.70 12.80 65.089.50 23.89 4.51 6.35 43.24 8.98 11.90 64.27

10.00 23.43 4.21 5.94 42.63 8.36 11.11 63.4510.50 22.97 3.94 5.59 42.01 7.82 10.42 62.6411.00 22.50 3.71 5.27 41.39 7.34 9.81 61.8311.50 22.04 3.50 4.99 40.77 6.92 9.27 61.0212.00 21.57 3.32 4.74 40.16 6.54 8.79 60.2112.50 21.11 3.15 4.51 39.54 6.21 8.36 59.4013.00 20.64 3.00 4.31 38.92 5.90 7.96 58.5913.50 20.18 2.86 4.12 38.30 5.63 7.61 57.7814.00 19.71 2.74 3.95 37.68 5.38 7.28 56.9714.50 19.25 2.62 3.79 37.07 5.15 6.99 56.1615.00 18.79 2.52 3.65 36.45 4.94 6.71 55.3415.50 18.32 2.42 3.51 35.83 4.75 6.46 54.5316.00 17.86 2.33 3.39 35.21 4.57 6.23 53.7216.50 17.36 2.25 3.27 34.59 4.40 6.01 52.9117.00 16.77 2.18 3.17 33.98 4.25 5.81 52.1017.50 16.23 2.10 3.06 33.36 4.11 5.62 51.2918.00 15.72 2.04 2.97 32.74 3.97 5.44 50.4818.50 15.24 1.97 2.88 32.12 3.85 5.28 49.6719.00 14.79 1.92 2.80 31.50 3.73 5.12 48.8619.50 14.37 1.86 2.72 30.89 3.62 4.98 48.0520.00 13.97 1.81 2.65 30.27 3.52 4.84 47.23

1360.0 641.0 775.0 2300.0 1010.0 1190.0 3330.01501.1 716.1 867.9 2545.1 1127.8 1326.2 3672.46750 792 984 13600 1450 1740 224007.51 3.88 3.95 8.84 4.48 4.54 10.10

119.80 52.68 63.14 173.90 72.16 84.10 218.70200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 8000077.50 10.95 19.53 180.20 22.19 36.12 276.2530.0 34.6 35.0 35.0 39.6 40.0 40.0

1518750 237038 301350 4165000 568458 696000 896000019916 10532 12737 21636 11136 13020 20749

4.33E-05 6.41E-04 3.01E-04 3.12E-05 5.08E-04 2.71E-04 3.63E-0570 70 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 21

0 M

pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6


Sumargo 63


Fy = 210

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.39 2.35 2.24 3.72 3.68 3.607.70 7.74 7.21 12.11 12.06 11.66

0.00 32.36 41.92 57.40 86.51 124.57 158.860.50 32.36 41.92 57.40 86.51 124.57 158.861.00 32.36 41.92 57.40 86.51 124.57 158.861.50 32.36 41.92 57.40 86.51 124.57 158.862.00 32.36 41.92 57.40 86.51 124.57 158.862.50 32.08 41.44 56.13 86.51 124.57 158.863.00 30.84 39.83 53.71 86.51 124.57 158.863.50 29.59 38.21 51.28 86.51 124.57 158.864.00 28.35 36.60 48.86 85.35 122.66 155.594.50 27.11 34.99 46.43 83.27 119.64 151.555.00 25.86 33.37 44.00 81.19 116.62 147.515.50 24.62 31.76 41.58 79.12 113.60 143.476.00 23.37 30.15 39.15 77.04 110.59 139.436.50 22.13 28.53 36.73 74.96 107.57 135.397.00 20.88 26.92 34.30 72.88 104.55 131.357.50 19.64 25.30 31.35 70.81 101.53 127.318.00 18.08 23.39 28.50 68.73 98.51 123.278.50 16.59 21.48 26.11 66.65 95.50 119.239.00 15.32 19.85 24.07 64.57 92.48 115.199.50 14.23 18.45 22.33 62.49 89.46 111.15

10.00 13.28 17.24 20.82 60.42 86.44 107.1010.50 12.46 16.17 19.50 58.34 83.43 103.0611.00 11.73 15.23 18.33 56.26 80.41 99.0211.50 11.08 14.40 17.30 54.18 77.39 94.9812.00 10.50 13.65 16.38 52.10 74.37 89.8112.50 9.98 12.98 15.55 49.36 70.28 84.7513.00 9.51 12.37 14.81 46.76 66.58 80.2113.50 9.08 11.82 14.13 44.42 63.24 76.1414.00 8.69 11.32 13.52 42.30 60.22 72.4514.50 8.33 10.86 12.95 40.37 57.48 69.1015.00 8.00 10.43 12.44 38.62 54.97 66.0415.50 7.70 10.04 11.96 37.00 52.68 63.2516.00 7.42 9.68 11.52 35.52 50.57 60.6816.50 7.16 9.34 11.11 34.16 48.62 58.3217.00 6.92 9.03 10.73 32.90 46.83 56.1317.50 6.70 8.74 10.38 31.73 45.16 54.1018.00 6.48 8.46 10.05 30.64 43.61 52.2218.50 6.29 8.21 9.74 29.62 42.16 50.4719.00 6.10 7.97 9.45 28.67 40.81 48.8319.50 5.93 7.74 9.17 27.79 39.55 47.3020.00 5.76 7.53 8.92 26.95 38.36 45.86

1490.0 1910.0 2590.0 4020.0 5760.0 7290.01679.0 2175.1 2978.5 4488.8 6463.7 8242.61870 2140 2280 9020 10800 117004.40 4.33 4.12 6.85 6.78 6.62

96.80 114.20 134.40 192.50 235.50 267.40200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 8000047.52 71.28 92.13 193.87 327.74 424.6945.0 50.0 60.0 58.8 70.0 80.0

946688 1337500 2052000 7796527 13230000 1872000012796 13279 12077 13509 13558 12995

3.11E-04 2.80E-04 4.45E-04 2.32E-04 2.36E-04 2.95E-0470 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 21

0 M

pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPa

x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

Sumargo 64


f y = 240

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.201.25 1.58 0.84 1.20 1.91 2.23 1.12

0.50 30.87 54.10 35.89 55.31 86.72 129.94 63.340.75 20.58 36.06 23.92 36.87 57.81 86.62 42.231.00 15.43 27.05 17.94 27.65 43.36 64.97 31.671.25 12.35 21.64 14.35 22.12 34.69 51.97 25.341.50 10.29 18.03 11.96 18.44 28.91 43.31 21.111.75 8.82 15.46 10.25 15.80 24.78 37.12 18.10

2.00 7.72 13.52 8.97 13.83 21.68 32.48 15.842.25 6.86 12.02 7.97 12.29 19.27 28.87 14.082.50 6.17 10.82 7.18 11.06 17.34 25.99 12.672.75 5.61 9.84 6.52 10.06 15.77 23.62 11.523.00 5.14 9.02 5.98 9.22 14.45 21.66 10.563.25 4.75 8.32 5.52 8.51 13.34 19.99 9.74

3.50 4.41 7.73 5.13 7.90 12.39 18.56 9.053.75 4.12 7.21 4.78 7.37 11.56 17.32 8.454.00 3.86 6.76 4.49 6.91 10.84 16.24 7.924.25 3.63 6.36 4.22 6.51 10.20 15.29 7.454.50 3.43 6.01 3.99 6.15 9.64 14.44 7.044.75 3.25 5.69 3.78 5.82 9.13 13.68 6.67

5.00 3.09 5.41 3.59 5.53 8.67 12.99 6.335.50 2.81 4.92 3.26 5.03 7.88 11.81 5.766.00 2.57 4.51 2.99 4.61 7.23 10.83 5.286.50 2.37 4.16 2.76 4.25 6.67 10.00 4.877.00 2.20 3.86 2.56 3.95 6.19 9.28 4.527.50 2.06 3.61 2.39 3.69 5.78 8.66 4.22

8.00 1.93 3.38 2.24 3.46 5.42 8.12 3.968.50 1.82 3.18 2.11 3.25 5.10 7.64 3.739.00 1.71 3.01 1.99 3.07 4.82 7.22 3.529.50 1.62 2.85 1.89 2.91 4.56 6.84 3.33

10.00 1.54 2.70 1.79 2.77 4.34 6.50 3.17

87.59 153.50 101.83 156.94 246.06 368.70 179.7415.43 27.05 17.94 27.65 43.36 64.97 31.677.93 10.74 9.91 11.74 13.88 17.35 11.785.95 6.80 4.13 6.61 8.09 9.50 4.46

132.16 143.17 110.13 132.16 154.18 165.19 99.1210.31 12.33 7.34 10.93 14.52 16.89 6.26

200.86 181.60 88.56 120.64 170.11 163.04 48.918.97 10.81 6.45 9.74 12.82 14.99 5.62

267.81 242.13 118.08 160.85 226.81 217.38 65.21



fy =

240

MPa

Ben

tang

( m

)




Lp (m)

MPaBALOKProfil W


Sumargo 65


f y = 240

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.13 2.55 1.42 1.42 3.20 1.67 1.67

0.50 73.81 185.19 112.54 128.93 338.48 167.41 191.040.75 49.21 123.46 75.03 85.95 225.65 111.60 127.361.00 36.90 92.59 56.27 64.46 169.24 83.70 95.521.25 29.52 74.07 45.02 51.57 135.39 66.96 76.411.50 24.60 61.73 37.51 42.98 112.83 55.80 63.681.75 21.09 52.91 32.15 36.84 96.71 47.83 54.58

2.00 18.45 46.30 28.14 32.23 84.62 41.85 47.762.25 16.40 41.15 25.01 28.65 75.22 37.20 42.452.50 14.76 37.04 22.51 25.79 67.70 33.48 38.212.75 13.42 33.67 20.46 23.44 61.54 30.44 34.733.00 12.30 30.86 18.76 21.49 56.41 27.90 31.843.25 11.36 28.49 17.31 19.84 52.07 25.75 29.39

3.50 10.54 26.46 16.08 18.42 48.35 23.92 27.293.75 9.84 24.69 15.01 17.19 45.13 22.32 25.474.00 9.23 23.15 14.07 16.12 42.31 20.93 23.884.25 8.68 21.79 13.24 15.17 39.82 19.69 22.474.50 8.20 20.58 12.50 14.33 37.61 18.60 21.234.75 7.77 19.49 11.85 13.57 35.63 17.62 20.11

5.00 7.38 18.52 11.25 12.89 33.85 16.74 19.105.50 6.71 16.84 10.23 11.72 30.77 15.22 17.376.00 6.15 15.43 9.38 10.74 28.21 13.95 15.926.50 5.68 14.25 8.66 9.92 26.04 12.88 14.707.00 5.27 13.23 8.04 9.21 24.18 11.96 13.657.50 4.92 12.35 7.50 8.60 22.57 11.16 12.74

8.00 4.61 11.57 7.03 8.06 21.15 10.46 11.948.50 4.34 10.89 6.62 7.58 19.91 9.85 11.249.00 4.10 10.29 6.25 7.16 18.80 9.30 10.619.50 3.88 9.75 5.92 6.79 17.81 8.81 10.05

10.00 3.69 9.26 5.63 6.45 16.92 8.37 9.55

209.44 525.48 319.35 365.85 960.46 475.03 542.0836.90 92.59 56.27 64.46 169.24 83.70 95.5214.54 21.14 16.39 19.82 29.73 21.66 25.775.75 11.01 5.51 6.94 14.87 6.36 7.87

121.14 176.21 110.13 132.16 198.23 121.14 143.179.05 19.44 7.84 10.93 25.05 9.05 12.33

77.36 158.70 46.87 71.42 154.95 51.92 75.678.02 17.32 7.07 9.74 22.47 8.02 10.81

103.14 211.60 62.49 95.22 206.60 69.22 100.89φ R6 ton/m


Zx cm3


Lp (m)

f y =

240

MPa

Ben

tang

( m

)




MPaBALOKProfil W

Sumargo 66


f y = 240

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.003.82 1.97 2.01 4.49 2.28 2.31 5.13

0.50 529.02 252.38 305.85 896.94 397.45 467.37 1294.190.75 352.68 168.25 203.90 597.96 264.97 311.58 862.791.00 264.51 126.19 152.93 448.47 198.73 233.69 647.091.25 211.61 100.95 122.34 358.78 158.98 186.95 517.681.50 176.34 84.13 101.95 298.98 132.48 155.79 431.401.75 151.15 72.11 87.39 256.27 113.56 133.53 369.77

2.00 132.25 63.09 76.46 224.24 99.36 116.84 323.552.25 117.56 56.08 67.97 199.32 88.32 103.86 287.602.50 105.80 50.48 61.17 179.39 79.49 93.47 258.842.75 96.18 45.89 55.61 163.08 72.26 84.98 235.313.00 88.17 42.06 50.98 149.49 66.24 77.90 215.703.25 81.39 38.83 47.05 137.99 61.15 71.90 199.11

3.50 75.57 36.05 43.69 128.13 56.78 66.77 184.883.75 70.54 33.65 40.78 119.59 52.99 62.32 172.564.00 66.13 31.55 38.23 112.12 49.68 58.42 161.774.25 62.24 29.69 35.98 105.52 46.76 54.98 152.264.50 58.78 28.04 33.98 99.66 44.16 51.93 143.804.75 55.69 26.57 32.19 94.41 41.84 49.20 136.23

5.00 52.90 25.24 30.59 89.69 39.75 46.74 129.425.50 48.09 22.94 27.80 81.54 36.13 42.49 117.656.00 44.08 21.03 25.49 74.75 33.12 38.95 107.856.50 40.69 19.41 23.53 69.00 30.57 35.95 99.557.00 37.79 18.03 21.85 64.07 28.39 33.38 92.447.50 35.27 16.83 20.39 59.80 26.50 31.16 86.28

8.00 33.06 15.77 19.12 56.06 24.84 29.21 80.898.50 31.12 14.85 17.99 52.76 23.38 27.49 76.139.00 29.39 14.02 16.99 49.83 22.08 25.97 71.909.50 27.84 13.28 16.10 47.21 20.92 24.60 68.12

10.00 26.45 12.62 15.29 44.85 19.87 23.37 64.71

1501.12 716.14 867.87 2545.14 1127.80 1326.20 3672.35264.51 126.19 152.93 448.47 198.73 233.69 647.0939.65 27.44 32.38 55.51 36.63 42.29 68.7218.17 7.60 9.64 25.77 10.41 12.78 30.78

220.26 132.16 154.18 264.31 154.18 176.21 286.3430.37 10.93 15.23 44.93 15.23 20.23 53.26

165.32 51.60 66.28 193.31 58.58 73.25 194.5727.06 9.74 13.69 40.42 13.69 18.28 48.08

220.42 68.80 88.37 257.74 78.10 97.66 259.43φ R5 tonφ R6 ton/m




Berat (kg/m)Lp (m)

f y =

240

MPa

Ben

tang

( m

)



H x B (mm)

MPaBALOK

Sumargo 67


f y = 240

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.24 2.20 2.09 3.48 3.44 3.36

0.50 591.69 766.52 1049.68 1581.93 2277.88 2904.800.75 394.46 511.01 699.79 1054.62 1518.59 1936.541.00 295.85 383.26 524.84 790.96 1138.94 1452.401.25 236.68 306.61 419.87 632.77 911.15 1161.921.50 197.23 255.51 349.89 527.31 759.29 968.271.75 169.05 219.01 299.91 451.98 650.82 829.94

2.00 147.92 191.63 262.42 395.48 569.47 726.202.25 131.49 170.34 233.26 351.54 506.20 645.512.50 118.34 153.30 209.94 316.39 455.58 580.962.75 107.58 139.37 190.85 287.62 414.16 528.153.00 98.62 127.75 174.95 263.65 379.65 484.133.25 91.03 117.93 161.49 243.37 350.44 446.89

3.50 84.53 109.50 149.95 225.99 325.41 414.973.75 78.89 102.20 139.96 210.92 303.72 387.314.00 73.96 95.82 131.21 197.74 284.74 363.104.25 69.61 90.18 123.49 186.11 267.99 341.744.50 65.74 85.17 116.63 175.77 253.10 322.764.75 62.28 80.69 110.49 166.52 239.78 305.77

5.00 59.17 76.65 104.97 158.19 227.79 290.485.50 53.79 69.68 95.43 143.81 207.08 264.076.00 49.31 63.88 87.47 131.83 189.82 242.076.50 45.51 58.96 80.74 121.69 175.22 223.457.00 42.26 54.75 74.98 112.99 162.71 207.497.50 39.45 51.10 69.98 105.46 151.86 193.65

8.00 36.98 47.91 65.61 98.87 142.37 181.558.50 34.81 45.09 61.75 93.05 133.99 170.879.00 32.87 42.58 58.32 87.88 126.55 161.389.50 31.14 40.34 55.25 83.26 119.89 152.88

10.00 29.58 38.33 52.48 79.10 113.89 145.24

1678.97 2175.06 2978.54 4488.84 6463.66 8242.59295.85 383.26 524.84 790.96 1138.94 1452.4053.52 66.08 87.22 93.25 120.26 148.0115.86 19.82 23.62 31.72 37.22 41.63

198.23 220.26 242.28 264.31 286.34 308.3625.05 31.37 37.30 46.10 56.94 66.2386.08 92.99 97.07 109.31 97.29 98.1422.47 28.27 33.42 41.81 52.40 61.00

114.78 123.99 129.43 145.75 129.71 130.85φ R5 tonφ R6 ton/m





Lp (m)

f y =

240

MPa

Ben

tang

( m

)

BALOKProfil W


MPa

Sumargo 68


Fy = 240

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.201.25 1.58 0.84 1.20 1.91 2.23 1.127.32 8.14 3.20 5.36 9.03 9.90 3.51

0.00 1.93 3.38 2.24 3.46 5.42 8.12 3.960.50 1.93 3.38 2.24 3.46 5.42 8.12 3.961.00 1.93 3.38 2.19 3.46 5.42 8.12 3.961.50 1.90 3.38 2.00 3.36 5.42 8.12 3.732.00 1.84 3.30 1.82 3.21 5.39 8.12 3.422.50 1.78 3.20 1.64 3.05 5.25 8.01 3.113.00 1.72 3.11 1.46 2.89 5.11 7.82 2.813.50 1.66 3.01 1.25 2.74 4.97 7.63 2.504.00 1.60 2.92 1.07 2.58 4.83 7.43 2.094.50 1.54 2.82 0.93 2.42 4.69 7.24 1.785.00 1.47 2.72 0.83 2.27 4.55 7.05 1.555.50 1.41 2.63 0.75 2.09 4.41 6.85 1.386.00 1.35 2.53 0.68 1.90 4.27 6.66 1.246.50 1.29 2.44 0.62 1.75 4.13 6.47 1.127.00 1.23 2.34 0.58 1.61 3.99 6.27 1.037.50 1.17 2.24 0.54 1.50 3.85 6.08 0.958.00 1.09 2.15 0.50 1.40 3.71 5.89 0.888.50 1.02 2.03 0.47 1.31 3.57 5.69 0.839.00 0.97 1.91 0.44 1.24 3.43 5.50 0.779.50 0.91 1.80 0.42 1.17 3.23 5.30 0.73

10.00 0.87 1.71 0.40 1.11 3.06 5.10 0.6910.50 0.83 1.63 0.38 1.06 2.91 4.83 0.6511.00 0.79 1.55 0.36 1.01 2.77 4.60 0.6211.50 0.75 1.48 0.35 0.96 2.64 4.38 0.5912.00 0.72 1.42 0.33 0.92 2.53 4.19 0.5712.50 0.69 1.36 0.32 0.88 2.42 4.01 0.5413.00 0.66 1.31 0.30 0.85 2.32 3.85 0.5213.50 0.64 1.26 0.29 0.82 2.23 3.70 0.5014.00 0.62 1.21 0.28 0.79 2.15 3.56 0.4814.50 0.59 1.17 0.27 0.76 2.08 3.43 0.4715.00 0.57 1.13 0.26 0.73 2.00 3.31 0.4515.50 0.56 1.09 0.25 0.71 1.94 3.20 0.4316.00 0.54 1.06 0.25 0.69 1.88 3.09 0.4216.50 0.52 1.02 0.24 0.67 1.82 3.00 0.4117.00 0.51 0.99 0.23 0.65 1.76 2.91 0.3917.50 0.49 0.96 0.23 0.63 1.71 2.82 0.3818.00 0.48 0.94 0.22 0.61 1.66 2.74 0.3718.50 0.47 0.91 0.21 0.59 1.62 2.66 0.3619.00 0.45 0.89 0.21 0.58 1.57 2.59 0.3519.50 0.44 0.86 0.20 0.56 1.53 2.52 0.3420.00 0.43 0.84 0.20 0.55 1.49 2.46 0.33

76.5 136.0 88.8 138.0 219.0 330.0 160.087.6 153.5 101.8 156.9 246.1 368.7 179.7134 293 50 151 563 984 1142.47 3.11 1.66 2.37 3.75 4.38 2.21

21.90 30.31 17.85 26.84 40.14 51.21 23.18200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.13 7.22 2.34 5.93 11.72 17.99 2.8710.0 12.5 15.0 14.8 15.0 17.5 19.83350 11445 2784 8269 31669 75338 11173

34961 30575 20459 25689 27835 25855 143185.35E-06 8.66E-06 5.06E-05 1.86E-05 1.23E-05 1.61E-05 1.91E-04

70 70 70 70 70 70 70

Fy

= 24

0 M

Pa

Span

( m

)

Lr (m)

MPaBALOKProfil W



Lp (m)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6


Sumargo 69


Fy = 240

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.13 2.55 1.42 1.42 3.20 1.67 1.673.83 11.00 4.26 4.52 12.68 4.81 5.03

0.00 4.61 11.57 7.03 8.06 21.15 10.46 11.940.50 4.61 11.57 7.03 8.06 21.15 10.46 11.941.00 4.61 11.57 7.03 8.06 21.15 10.46 11.941.50 4.37 11.57 6.96 7.98 21.15 10.46 11.942.00 4.05 11.57 6.50 7.49 21.15 10.06 11.512.50 3.73 11.57 6.05 7.01 21.15 9.45 10.853.00 3.41 11.35 5.59 6.53 21.15 8.83 10.193.50 3.08 11.10 5.14 6.04 20.91 8.22 9.534.00 2.71 10.85 4.68 5.56 20.51 7.61 8.874.50 2.33 10.60 4.10 5.08 20.11 6.99 8.215.00 2.04 10.35 3.52 4.41 19.70 6.22 7.555.50 1.82 10.10 3.08 3.88 19.30 5.36 6.586.00 1.64 9.85 2.74 3.46 18.90 4.69 5.796.50 1.50 9.61 2.46 3.13 18.50 4.17 5.177.00 1.38 9.36 2.24 2.85 18.09 3.75 4.677.50 1.27 9.11 2.05 2.62 17.69 3.40 4.258.00 1.19 8.86 1.90 2.43 17.29 3.11 3.918.50 1.11 8.61 1.76 2.26 16.89 2.87 3.619.00 1.04 8.36 1.65 2.12 16.48 2.66 3.369.50 0.98 8.11 1.54 1.99 16.08 2.48 3.14

10.00 0.93 7.86 1.45 1.88 15.68 2.32 2.9510.50 0.88 7.61 1.38 1.78 15.28 2.18 2.7811.00 0.84 7.23 1.30 1.69 14.88 2.06 2.6311.50 0.80 6.89 1.24 1.61 14.47 1.95 2.4912.00 0.77 6.57 1.18 1.53 14.07 1.85 2.3712.50 0.74 6.29 1.13 1.47 13.67 1.77 2.2613.00 0.71 6.02 1.08 1.41 13.15 1.69 2.1613.50 0.68 5.78 1.04 1.35 12.60 1.61 2.0714.00 0.65 5.56 1.00 1.30 12.09 1.55 1.9914.50 0.63 5.36 0.96 1.25 11.63 1.49 1.9115.00 0.61 5.17 0.93 1.21 11.20 1.43 1.8415.50 0.59 4.99 0.89 1.17 10.80 1.38 1.7816.00 0.57 4.83 0.87 1.13 10.43 1.33 1.7216.50 0.55 4.67 0.84 1.09 10.08 1.28 1.6617.00 0.53 4.53 0.81 1.06 9.76 1.24 1.6117.50 0.52 4.39 0.79 1.03 9.46 1.20 1.5618.00 0.50 4.27 0.76 1.00 9.18 1.17 1.5118.50 0.49 4.14 0.74 0.97 8.91 1.13 1.4619.00 0.48 4.03 0.72 0.94 8.66 1.10 1.4219.50 0.46 3.92 0.70 0.92 8.42 1.07 1.3820.00 0.45 3.82 0.68 0.89 8.20 1.04 1.35

184.0 472.0 285.0 324.0 867.0 424.0 481.0209.4 525.5 319.3 365.8 960.5 475.0 542.1134 1600 255 294 3650 442 5082.22 5.02 2.79 2.79 6.29 3.29 3.29

27.16 65.53 32.68 37.66 92.18 40.80 46.78200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.52 26.45 5.27 7.88 51.81 6.74 10.0420.0 20.0 24.8 25.0 25.0 29.8 30.0

13400 160000 39209 45938 570313 98128 11430016932 24796 12939 14941 22406 10993 12663

1.03E-04 1.99E-05 2.81E-04 1.65E-04 2.73E-05 5.49E-04 3.23E-0470 70 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 24

0 M

Pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6


Sumargo 70


Fy = 240

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.003.82 1.97 2.01 4.49 2.28 2.31 5.1313.91 5.60 6.00 17.35 6.54 6.93 19.22

0.00 33.06 15.77 19.12 56.06 24.84 29.21 80.890.50 33.06 15.77 19.12 56.06 24.84 29.21 80.891.00 33.06 15.77 19.12 56.06 24.84 29.21 80.891.50 33.06 15.77 19.12 56.06 24.84 29.21 80.892.00 33.06 15.73 19.12 56.06 24.84 29.21 80.892.50 33.06 14.93 18.25 56.06 24.36 28.77 80.893.00 33.06 14.14 17.37 56.06 23.30 27.61 80.893.50 33.06 13.34 16.49 56.06 22.23 26.46 80.894.00 32.85 12.54 15.61 56.06 21.16 25.31 80.894.50 32.26 11.75 14.73 56.05 20.10 24.16 80.895.00 31.67 10.95 13.86 55.26 19.03 23.01 80.895.50 31.09 10.15 12.98 54.48 17.97 21.86 80.136.00 30.50 8.93 12.10 53.69 16.90 20.71 79.106.50 29.91 7.87 10.73 52.91 15.83 19.56 78.087.00 29.33 7.02 9.63 52.12 14.15 18.34 77.057.50 28.74 6.33 8.73 51.34 12.72 16.57 76.028.00 28.15 5.75 7.99 50.55 11.53 15.10 75.008.50 27.57 5.27 7.35 49.77 10.54 13.86 73.979.00 26.98 4.86 6.81 48.99 9.70 12.80 72.949.50 26.40 4.51 6.35 48.20 8.98 11.90 71.92

10.00 25.81 4.21 5.94 47.42 8.36 11.11 70.8910.50 25.22 3.94 5.59 46.63 7.82 10.42 69.8611.00 24.64 3.71 5.27 45.85 7.34 9.81 68.8411.50 24.05 3.50 4.99 45.06 6.92 9.27 67.8112.00 23.46 3.32 4.74 44.28 6.54 8.79 66.7812.50 22.88 3.15 4.51 43.50 6.21 8.36 65.7613.00 22.29 3.00 4.31 42.71 5.90 7.96 64.7313.50 21.70 2.86 4.12 41.93 5.63 7.61 63.7014.00 21.05 2.74 3.95 41.14 5.38 7.28 62.6814.50 20.18 2.62 3.79 40.36 5.15 6.99 61.6515.00 19.39 2.52 3.65 39.57 4.94 6.71 60.6315.50 18.66 2.42 3.51 38.79 4.75 6.46 59.6016.00 17.98 2.33 3.39 38.01 4.57 6.23 58.5716.50 17.36 2.25 3.27 37.22 4.40 6.01 57.5517.00 16.77 2.18 3.17 36.44 4.25 5.81 56.5217.50 16.23 2.10 3.06 35.55 4.11 5.62 55.4918.00 15.72 2.04 2.97 34.41 3.97 5.44 54.4718.50 15.24 1.97 2.88 33.35 3.85 5.28 53.4419.00 14.79 1.92 2.80 32.35 3.73 5.12 52.4119.50 14.37 1.86 2.72 31.41 3.62 4.98 51.2120.00 13.97 1.81 2.65 30.53 3.52 4.84 49.71

1360.0 641.0 775.0 2300.0 1010.0 1190.0 3330.01501.1 716.1 867.9 2545.1 1127.8 1326.2 3672.46750 792 984 13600 1450 1740 224007.51 3.88 3.95 8.84 4.48 4.54 10.10

119.80 52.68 63.14 173.90 72.16 84.10 218.70200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 8000077.50 10.95 19.53 180.20 22.19 36.12 276.2530.0 34.6 35.0 35.0 39.6 40.0 40.0

1518750 237038 301350 4165000 568458 696000 896000019916 10532 12737 21636 11136 13020 20749

4.33E-05 6.41E-04 3.01E-04 3.12E-05 5.08E-04 2.71E-04 3.63E-0570 70 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 24

0 M

Pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6


Sumargo 71


Fy = 240

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.24 2.20 2.09 3.48 3.44 3.366.76 6.78 6.36 10.58 10.54 10.23

0.00 36.98 47.91 65.61 98.87 142.37 181.550.50 36.98 47.91 65.61 98.87 142.37 181.551.00 36.98 47.91 65.61 98.87 142.37 181.551.50 36.98 47.91 65.61 98.87 142.37 181.552.00 36.98 47.91 65.61 98.87 142.37 181.552.50 36.18 46.72 63.20 98.87 142.37 181.553.00 34.66 44.74 60.25 98.87 142.37 181.553.50 33.14 42.77 57.30 98.77 141.96 180.204.00 31.62 40.79 54.34 96.22 138.26 175.264.50 30.10 38.81 51.39 93.68 134.56 170.325.00 28.58 36.83 48.44 91.13 130.86 165.385.50 27.06 34.86 45.49 88.58 127.16 160.446.00 25.54 32.88 42.53 86.04 123.46 155.506.50 24.02 30.90 39.03 83.49 119.76 150.567.00 21.99 28.39 34.80 80.95 116.06 145.627.50 19.85 25.66 31.35 78.40 112.36 140.688.00 18.08 23.39 28.50 75.85 108.66 135.748.50 16.59 21.48 26.11 73.31 104.96 130.809.00 15.32 19.85 24.07 70.76 101.26 125.869.50 14.23 18.45 22.33 68.21 97.56 120.92

10.00 13.28 17.24 20.82 65.67 93.86 115.9810.50 12.46 16.17 19.50 63.12 90.16 109.1911.00 11.73 15.23 18.33 59.18 84.27 101.9011.50 11.08 14.40 17.30 55.51 79.04 95.4912.00 10.50 13.65 16.38 52.26 74.41 89.8112.50 9.98 12.98 15.55 49.36 70.28 84.7513.00 9.51 12.37 14.81 46.76 66.58 80.2113.50 9.08 11.82 14.13 44.42 63.24 76.1414.00 8.69 11.32 13.52 42.30 60.22 72.4514.50 8.33 10.86 12.95 40.37 57.48 69.1015.00 8.00 10.43 12.44 38.62 54.97 66.0415.50 7.70 10.04 11.96 37.00 52.68 63.2516.00 7.42 9.68 11.52 35.52 50.57 60.6816.50 7.16 9.34 11.11 34.16 48.62 58.3217.00 6.92 9.03 10.73 32.90 46.83 56.1317.50 6.70 8.74 10.38 31.73 45.16 54.1018.00 6.48 8.46 10.05 30.64 43.61 52.2218.50 6.29 8.21 9.74 29.62 42.16 50.4719.00 6.10 7.97 9.45 28.67 40.81 48.8319.50 5.93 7.74 9.17 27.79 39.55 47.3020.00 5.76 7.53 8.92 26.95 38.36 45.86

1490.0 1910.0 2590.0 4020.0 5760.0 7290.01679.0 2175.1 2978.5 4488.8 6463.7 8242.61870 2140 2280 9020 10800 117004.40 4.33 4.12 6.85 6.78 6.62

96.80 114.20 134.40 192.50 235.50 267.40200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 8000047.52 71.28 92.13 193.87 327.74 424.6945.0 50.0 60.0 58.8 70.0 80.0

946688 1337500 2052000 7796527 13230000 1872000012796 13279 12077 13509 13558 12995

3.11E-04 2.80E-04 4.45E-04 2.32E-04 2.36E-04 2.95E-0470 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 24

0 M

Pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPa

x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

Sumargo 72


f y = 250

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.201.23 1.55 0.83 1.18 1.87 2.18 1.10

0.50 32.16 56.35 37.38 57.61 90.33 135.35 65.980.75 21.44 37.57 24.92 38.41 60.22 90.23 43.991.00 16.08 28.17 18.69 28.81 45.16 67.68 32.991.25 12.86 22.54 14.95 23.04 36.13 54.14 26.391.50 10.72 18.78 12.46 19.20 30.11 45.12 21.991.75 9.19 16.10 10.68 16.46 25.81 38.67 18.85

2.00 8.04 14.09 9.35 14.40 22.58 33.84 16.502.25 7.15 12.52 8.31 12.80 20.07 30.08 14.662.50 6.43 11.27 7.48 11.52 18.07 27.07 13.202.75 5.85 10.25 6.80 10.47 16.42 24.61 12.003.00 5.36 9.39 6.23 9.60 15.05 22.56 11.003.25 4.95 8.67 5.75 8.86 13.90 20.82 10.15

3.50 4.59 8.05 5.34 8.23 12.90 19.34 9.433.75 4.29 7.51 4.98 7.68 12.04 18.05 8.804.00 4.02 7.04 4.67 7.20 11.29 16.92 8.254.25 3.78 6.63 4.40 6.78 10.63 15.92 7.764.50 3.57 6.26 4.15 6.40 10.04 15.04 7.334.75 3.38 5.93 3.93 6.06 9.51 14.25 6.95

5.00 3.22 5.63 3.74 5.76 9.03 13.54 6.605.50 2.92 5.12 3.40 5.24 8.21 12.30 6.006.00 2.68 4.70 3.12 4.80 7.53 11.28 5.506.50 2.47 4.33 2.88 4.43 6.95 10.41 5.087.00 2.30 4.02 2.67 4.12 6.45 9.67 4.717.50 2.14 3.76 2.49 3.84 6.02 9.02 4.40

8.00 2.01 3.52 2.34 3.60 5.65 8.46 4.128.50 1.89 3.31 2.20 3.39 5.31 7.96 3.889.00 1.79 3.13 2.08 3.20 5.02 7.52 3.679.50 1.69 2.97 1.97 3.03 4.75 7.12 3.47

10.00 1.61 2.82 1.87 2.88 4.52 6.77 3.30

87.59 153.50 101.83 156.94 246.06 368.70 179.7416.08 28.17 18.69 28.81 45.16 67.68 32.998.26 11.19 10.32 12.22 14.45 18.07 12.276.19 7.08 4.30 6.88 8.43 9.89 4.65

137.66 149.13 114.72 137.66 160.61 172.08 103.2510.52 12.58 7.49 11.16 14.82 17.24 6.39

205.00 185.34 90.39 123.12 173.62 166.40 49.929.15 11.04 6.58 9.94 13.09 15.30 5.73

273.33 247.13 120.52 164.17 231.49 221.86 66.56

MPaBALOKProfil W



Lp (m)

fy =

250

MPa

Ben

tang

( m

)


φbWc ton-mφvVn tonφ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m

Sumargo 73


f y = 250

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.11 2.50 1.39 1.39 3.13 1.64 1.64

0.50 76.88 192.90 117.23 134.30 352.58 174.38 199.000.75 51.26 128.60 78.15 89.53 235.06 116.25 132.661.00 38.44 96.45 58.62 67.15 176.29 87.19 99.501.25 30.75 77.16 46.89 53.72 141.03 69.75 79.601.50 25.63 64.30 39.08 44.77 117.53 58.13 66.331.75 21.97 55.11 33.49 38.37 100.74 49.82 56.86

2.00 19.22 48.23 29.31 33.58 88.15 43.60 49.752.25 17.09 42.87 26.05 29.84 78.35 38.75 44.222.50 15.38 38.58 23.45 26.86 70.52 34.88 39.802.75 13.98 35.07 21.31 24.42 64.11 31.71 36.183.00 12.81 32.15 19.54 22.38 58.76 29.06 33.173.25 11.83 29.68 18.04 20.66 54.24 26.83 30.61

3.50 10.98 27.56 16.75 19.19 50.37 24.91 28.433.75 10.25 25.72 15.63 17.91 47.01 23.25 26.534.00 9.61 24.11 14.65 16.79 44.07 21.80 24.874.25 9.05 22.69 13.79 15.80 41.48 20.52 23.414.50 8.54 21.43 13.03 14.92 39.18 19.38 22.114.75 8.09 20.31 12.34 14.14 37.11 18.36 20.95

5.00 7.69 19.29 11.72 13.43 35.26 17.44 19.905.50 6.99 17.54 10.66 12.21 32.05 15.85 18.096.00 6.41 16.08 9.77 11.19 29.38 14.53 16.586.50 5.91 14.84 9.02 10.33 27.12 13.41 15.317.00 5.49 13.78 8.37 9.59 25.18 12.46 14.217.50 5.13 12.86 7.82 8.95 23.51 11.63 13.27

8.00 4.81 12.06 7.33 8.39 22.04 10.90 12.448.50 4.52 11.35 6.90 7.90 20.74 10.26 11.719.00 4.27 10.72 6.51 7.46 19.59 9.69 11.069.50 4.05 10.15 6.17 7.07 18.56 9.18 10.47

10.00 3.84 9.65 5.86 6.72 17.63 8.72 9.95

209.44 525.48 319.35 365.85 960.46 475.03 542.0838.44 96.45 58.62 67.15 176.29 87.19 99.5015.14 22.03 17.07 20.65 30.97 22.56 26.845.99 11.47 5.74 7.23 15.49 6.62 8.20

126.19 183.55 114.72 137.66 206.49 126.19 149.139.23 19.84 8.00 11.16 25.57 9.23 12.58

78.95 161.98 47.84 72.89 158.14 52.99 77.238.18 17.68 7.21 9.94 22.93 8.18 11.04

105.27 215.97 63.78 97.19 210.86 70.65 102.97

MPaBALOKProfil W



Lp (m)

f y =

250

MPa

Ben

tang

( m

)



Sumargo 74


f y = 250

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.003.74 1.93 1.97 4.40 2.23 2.26 5.03

0.50 551.06 262.90 318.59 934.31 414.01 486.85 1348.110.75 367.37 175.26 212.40 622.88 276.01 324.56 898.741.00 275.53 131.45 159.30 467.16 207.01 243.42 674.061.25 220.42 105.16 127.44 373.73 165.60 194.74 539.251.50 183.69 87.63 106.20 311.44 138.00 162.28 449.371.75 157.45 75.11 91.03 266.95 118.29 139.10 385.18

2.00 137.76 65.72 79.65 233.58 103.50 121.71 337.032.25 122.46 58.42 70.80 207.63 92.00 108.19 299.582.50 110.21 52.58 63.72 186.86 82.80 97.37 269.622.75 100.19 47.80 57.93 169.88 75.27 88.52 245.113.00 91.84 43.82 53.10 155.72 69.00 81.14 224.693.25 84.78 40.45 49.01 143.74 63.69 74.90 207.40

3.50 78.72 37.56 45.51 133.47 59.14 69.55 192.593.75 73.47 35.05 42.48 124.58 55.20 64.91 179.754.00 68.88 32.86 39.82 116.79 51.75 60.86 168.514.25 64.83 30.93 37.48 109.92 48.71 57.28 158.604.50 61.23 29.21 35.40 103.81 46.00 54.09 149.794.75 58.01 27.67 33.54 98.35 43.58 51.25 141.91

5.00 55.11 26.29 31.86 93.43 41.40 48.68 134.815.50 50.10 23.90 28.96 84.94 37.64 44.26 122.566.00 45.92 21.91 26.55 77.86 34.50 40.57 112.346.50 42.39 20.22 24.51 71.87 31.85 37.45 103.707.00 39.36 18.78 22.76 66.74 29.57 34.77 96.297.50 36.74 17.53 21.24 62.29 27.60 32.46 89.87

8.00 34.44 16.43 19.91 58.39 25.88 30.43 84.268.50 32.42 15.46 18.74 54.96 24.35 28.64 79.309.00 30.61 14.61 17.70 51.91 23.00 27.05 74.909.50 29.00 13.84 16.77 49.17 21.79 25.62 70.95

10.00 27.55 13.14 15.93 46.72 20.70 24.34 67.41

1501.12 716.14 867.87 2545.14 1127.80 1326.20 3672.35275.53 131.45 159.30 467.16 207.01 243.42 674.0641.30 28.58 33.73 57.82 38.16 44.05 71.5818.93 7.92 10.04 26.84 10.84 13.31 32.06

229.44 137.66 160.61 275.32 160.61 183.55 298.2731.00 11.16 15.55 45.86 15.55 20.65 54.36

168.73 52.67 67.64 197.29 59.79 74.76 198.5827.62 9.94 13.97 41.25 13.97 18.65 49.07

224.97 70.22 90.19 263.06 79.71 99.68 264.78

MPaBALOKProfil W



Lp (m)

f y =

250

MPa

Ben

tang

( m

)



Sumargo 75


f y = 250

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.19 2.16 2.05 3.41 3.38 3.30

0.50 616.35 798.46 1093.42 1647.84 2372.79 3025.840.75 410.90 532.31 728.94 1098.56 1581.86 2017.221.00 308.17 399.23 546.71 823.92 1186.40 1512.921.25 246.54 319.38 437.37 659.14 949.12 1210.331.50 205.45 266.15 364.47 549.28 790.93 1008.611.75 176.10 228.13 312.40 470.81 677.94 864.52

2.00 154.09 199.61 273.35 411.96 593.20 756.462.25 136.97 177.44 242.98 366.19 527.29 672.412.50 123.27 159.69 218.68 329.57 474.56 605.172.75 112.06 145.17 198.80 299.61 431.42 550.153.00 102.72 133.08 182.24 274.64 395.47 504.313.25 94.82 122.84 168.22 253.51 365.05 465.51

3.50 88.05 114.07 156.20 235.41 338.97 432.263.75 82.18 106.46 145.79 219.71 316.37 403.444.00 77.04 99.81 136.68 205.98 296.60 378.234.25 72.51 93.94 128.64 193.86 279.15 355.984.50 68.48 88.72 121.49 183.09 263.64 336.204.75 64.88 84.05 115.10 173.46 249.77 318.51

5.00 61.63 79.85 109.34 164.78 237.28 302.585.50 56.03 72.59 99.40 149.80 215.71 275.086.00 51.36 66.54 91.12 137.32 197.73 252.156.50 47.41 61.42 84.11 126.76 182.52 232.767.00 44.02 57.03 78.10 117.70 169.49 216.137.50 41.09 53.23 72.89 109.86 158.19 201.72

8.00 38.52 49.90 68.34 102.99 148.30 189.118.50 36.26 46.97 64.32 96.93 139.58 177.999.00 34.24 44.36 60.75 91.55 131.82 168.109.50 32.44 42.02 57.55 86.73 124.88 159.25

10.00 30.82 39.92 54.67 82.39 118.64 151.29

1678.97 2175.06 2978.54 4488.84 6463.66 8242.59308.17 399.23 546.71 823.92 1186.40 1512.9255.75 68.83 90.86 97.13 125.27 154.1816.52 20.65 24.61 33.04 38.77 43.36

206.49 229.44 252.38 275.32 298.27 321.2125.57 32.01 38.07 47.05 58.12 67.6087.86 94.91 99.08 111.57 99.29 100.1622.93 28.85 34.11 42.68 53.48 62.26

117.14 126.54 132.10 148.75 132.39 133.55

MPaBALOKProfil W



Lp (m)

f y =

250

MPa

Ben

tang

( m

)



φ R5 tonφ R6 ton/m


Sumargo 76


Fy = 250

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.201.23 1.55 0.83 1.18 1.87 2.18 1.106.92 7.71 3.06 5.09 8.57 9.40 3.37

0.00 2.01 3.52 2.34 3.60 5.65 8.46 4.120.50 2.01 3.52 2.34 3.60 5.65 8.46 4.121.00 2.01 3.52 2.27 3.60 5.65 8.46 4.121.50 1.97 3.52 2.07 3.49 5.65 8.46 3.862.00 1.91 3.43 1.88 3.32 5.61 8.46 3.542.50 1.84 3.32 1.68 3.15 5.45 8.33 3.213.00 1.78 3.22 1.49 2.99 5.30 8.12 2.893.50 1.71 3.12 1.25 2.82 5.15 7.91 2.524.00 1.65 3.01 1.07 2.65 5.00 7.70 2.094.50 1.58 2.91 0.93 2.48 4.85 7.49 1.785.00 1.52 2.81 0.83 2.31 4.70 7.29 1.555.50 1.45 2.70 0.75 2.09 4.55 7.08 1.386.00 1.38 2.60 0.68 1.90 4.39 6.87 1.246.50 1.32 2.50 0.62 1.75 4.24 6.66 1.127.00 1.25 2.39 0.58 1.61 4.09 6.45 1.037.50 1.17 2.29 0.54 1.50 3.94 6.24 0.958.00 1.09 2.16 0.50 1.40 3.79 6.04 0.888.50 1.02 2.03 0.47 1.31 3.64 5.83 0.839.00 0.97 1.91 0.44 1.24 3.43 5.62 0.779.50 0.91 1.80 0.42 1.17 3.23 5.39 0.73

10.00 0.87 1.71 0.40 1.11 3.06 5.10 0.6910.50 0.83 1.63 0.38 1.06 2.91 4.83 0.6511.00 0.79 1.55 0.36 1.01 2.77 4.60 0.6211.50 0.75 1.48 0.35 0.96 2.64 4.38 0.5912.00 0.72 1.42 0.33 0.92 2.53 4.19 0.5712.50 0.69 1.36 0.32 0.88 2.42 4.01 0.5413.00 0.66 1.31 0.30 0.85 2.32 3.85 0.5213.50 0.64 1.26 0.29 0.82 2.23 3.70 0.5014.00 0.62 1.21 0.28 0.79 2.15 3.56 0.4814.50 0.59 1.17 0.27 0.76 2.08 3.43 0.4715.00 0.57 1.13 0.26 0.73 2.00 3.31 0.4515.50 0.56 1.09 0.25 0.71 1.94 3.20 0.4316.00 0.54 1.06 0.25 0.69 1.88 3.09 0.4216.50 0.52 1.02 0.24 0.67 1.82 3.00 0.4117.00 0.51 0.99 0.23 0.65 1.76 2.91 0.3917.50 0.49 0.96 0.23 0.63 1.71 2.82 0.3818.00 0.48 0.94 0.22 0.61 1.66 2.74 0.3718.50 0.47 0.91 0.21 0.59 1.62 2.66 0.3619.00 0.45 0.89 0.21 0.58 1.57 2.59 0.3519.50 0.44 0.86 0.20 0.56 1.53 2.52 0.3420.00 0.43 0.84 0.20 0.55 1.49 2.46 0.33

76.5 136.0 88.8 138.0 219.0 330.0 160.087.6 153.5 101.8 156.9 246.1 368.7 179.7134 293 50 151 563 984 1142.47 3.11 1.66 2.37 3.75 4.38 2.21

21.90 30.31 17.85 26.84 40.14 51.21 23.18200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.13 7.22 2.34 5.93 11.72 17.99 2.8710.0 12.5 15.0 14.8 15.0 17.5 19.83350 11445 2784 8269 31669 75338 11173

34961 30575 20459 25689 27835 25855 143185.35E-06 8.66E-06 5.06E-05 1.86E-05 1.23E-05 1.61E-05 1.91E-04

70 70 70 70 70 70 70x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

iy cmA cm2

E MPaG MPa


Zx cm3

Iy cm4

MPaBALOKProfil W



Lp (m)F

y =

250

MPa

Span

( m

)

Lr (m)

Sumargo 77


Fy = 250

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.11 2.50 1.39 1.39 3.13 1.64 1.643.67 10.45 4.10 4.35 12.06 4.64 4.85

0.00 4.81 12.06 7.33 8.39 22.04 10.90 12.440.50 4.81 12.06 7.33 8.39 22.04 10.90 12.441.00 4.81 12.06 7.33 8.39 22.04 10.90 12.441.50 4.53 12.06 7.22 8.28 22.04 10.90 12.442.00 4.19 12.06 6.74 7.77 22.04 10.43 11.932.50 3.84 12.06 6.25 7.25 22.04 9.78 11.233.00 3.50 11.79 5.77 6.74 22.04 9.13 10.533.50 3.16 11.52 5.29 6.22 21.72 8.48 9.834.00 2.71 11.25 4.81 5.71 21.29 7.84 9.134.50 2.33 10.98 4.10 5.10 20.85 7.19 8.435.00 2.04 10.72 3.52 4.41 20.42 6.22 7.595.50 1.82 10.45 3.08 3.88 19.99 5.36 6.586.00 1.64 10.18 2.74 3.46 19.56 4.69 5.796.50 1.50 9.91 2.46 3.13 19.13 4.17 5.177.00 1.38 9.64 2.24 2.85 18.69 3.75 4.677.50 1.27 9.38 2.05 2.62 18.26 3.40 4.258.00 1.19 9.11 1.90 2.43 17.83 3.11 3.918.50 1.11 8.84 1.76 2.26 17.40 2.87 3.619.00 1.04 8.57 1.65 2.12 16.97 2.66 3.369.50 0.98 8.30 1.54 1.99 16.54 2.48 3.14

10.00 0.93 8.04 1.45 1.88 16.10 2.32 2.9510.50 0.88 7.62 1.38 1.78 15.67 2.18 2.7811.00 0.84 7.23 1.30 1.69 15.24 2.06 2.6311.50 0.80 6.89 1.24 1.61 14.81 1.95 2.4912.00 0.77 6.57 1.18 1.53 14.38 1.85 2.3712.50 0.74 6.29 1.13 1.47 13.75 1.77 2.2613.00 0.71 6.02 1.08 1.41 13.15 1.69 2.1613.50 0.68 5.78 1.04 1.35 12.60 1.61 2.0714.00 0.65 5.56 1.00 1.30 12.09 1.55 1.9914.50 0.63 5.36 0.96 1.25 11.63 1.49 1.9115.00 0.61 5.17 0.93 1.21 11.20 1.43 1.8415.50 0.59 4.99 0.89 1.17 10.80 1.38 1.7816.00 0.57 4.83 0.87 1.13 10.43 1.33 1.7216.50 0.55 4.67 0.84 1.09 10.08 1.28 1.6617.00 0.53 4.53 0.81 1.06 9.76 1.24 1.6117.50 0.52 4.39 0.79 1.03 9.46 1.20 1.5618.00 0.50 4.27 0.76 1.00 9.18 1.17 1.5118.50 0.49 4.14 0.74 0.97 8.91 1.13 1.4619.00 0.48 4.03 0.72 0.94 8.66 1.10 1.4219.50 0.46 3.92 0.70 0.92 8.42 1.07 1.3820.00 0.45 3.82 0.68 0.89 8.20 1.04 1.35

184.0 472.0 285.0 324.0 867.0 424.0 481.0209.4 525.5 319.3 365.8 960.5 475.0 542.1134 1600 255 294 3650 442 5082.22 5.02 2.79 2.79 6.29 3.29 3.29

27.16 65.53 32.68 37.66 92.18 40.80 46.78200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.52 26.45 5.27 7.88 51.81 6.74 10.0420.0 20.0 24.8 25.0 25.0 29.8 30.0

13400 160000 39209 45938 570313 98128 11430016932 24796 12939 14941 22406 10993 12663

1.03E-04 1.99E-05 2.81E-04 1.65E-04 2.73E-05 5.49E-04 3.23E-0470 70 70 70 70 70 70fr MPa

H cmIw cm6

x1 MPax2 mm4/N2

A cm2

E MPaG MPaJ cm4

Sx cm3

Zx cm3

Iy cm4

iy cm

Lr (m)F

y =

250

MPa

Span

( m

)

Properties and Reaction Values

Untuk Balok Tanpa Sokongan Lateral


Lp (m)

MPaBALOKProfil W

Kapasitas Momen Lentur (ton-m)

Sumargo 78


Fy = 250

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.003.74 1.93 1.97 4.40 2.23 2.26 5.0313.27 5.40 5.78 16.52 6.31 6.67 18.32

0.00 34.44 16.43 19.91 58.39 25.88 30.43 84.260.50 34.44 16.43 19.91 58.39 25.88 30.43 84.261.00 34.44 16.43 19.91 58.39 25.88 30.43 84.261.50 34.44 16.43 19.91 58.39 25.88 30.43 84.262.00 34.44 16.32 19.85 58.39 25.88 30.43 84.262.50 34.44 15.47 18.92 58.39 25.27 29.84 84.263.00 34.44 14.63 17.99 58.39 24.14 28.62 84.263.50 34.44 13.79 17.06 58.39 23.01 27.40 84.264.00 34.11 12.95 16.12 58.39 21.89 26.18 84.264.50 33.48 12.11 15.19 58.23 20.76 24.96 84.265.00 32.86 11.27 14.26 57.39 19.63 23.74 84.265.50 32.23 10.28 13.33 56.54 18.50 22.52 83.226.00 31.60 8.93 12.09 55.70 17.38 21.30 82.126.50 30.97 7.87 10.73 54.86 15.91 20.08 81.027.00 30.34 7.02 9.63 54.02 14.15 18.34 79.927.50 29.72 6.33 8.73 53.18 12.72 16.57 78.828.00 29.09 5.75 7.99 52.34 11.53 15.10 77.728.50 28.46 5.27 7.35 51.50 10.54 13.86 76.629.00 27.83 4.86 6.81 50.65 9.70 12.80 75.529.50 27.20 4.51 6.35 49.81 8.98 11.90 74.42

10.00 26.57 4.21 5.94 48.97 8.36 11.11 73.3110.50 25.95 3.94 5.59 48.13 7.82 10.42 72.2111.00 25.32 3.71 5.27 47.29 7.34 9.81 71.1111.50 24.69 3.50 4.99 46.45 6.92 9.27 70.0112.00 24.06 3.32 4.74 45.61 6.54 8.79 68.9112.50 23.43 3.15 4.51 44.76 6.21 8.36 67.8113.00 22.81 3.00 4.31 43.92 5.90 7.96 66.7113.50 21.99 2.86 4.12 43.08 5.63 7.61 65.6114.00 21.05 2.74 3.95 42.24 5.38 7.28 64.5114.50 20.18 2.62 3.79 41.40 5.15 6.99 63.4115.00 19.39 2.52 3.65 40.56 4.94 6.71 62.3115.50 18.66 2.42 3.51 39.71 4.75 6.46 61.2116.00 17.98 2.33 3.39 38.87 4.57 6.23 60.1116.50 17.36 2.25 3.27 38.03 4.40 6.01 59.0117.00 16.77 2.18 3.17 36.77 4.25 5.81 57.9117.50 16.23 2.10 3.06 35.55 4.11 5.62 56.8118.00 15.72 2.04 2.97 34.41 3.97 5.44 55.7118.50 15.24 1.97 2.88 33.35 3.85 5.28 54.5019.00 14.79 1.92 2.80 32.35 3.73 5.12 52.8019.50 14.37 1.86 2.72 31.41 3.62 4.98 51.2120.00 13.97 1.81 2.65 30.53 3.52 4.84 49.71

1360.0 641.0 775.0 2300.0 1010.0 1190.0 3330.01501.1 716.1 867.9 2545.1 1127.8 1326.2 3672.46750 792 984 13600 1450 1740 224007.51 3.88 3.95 8.84 4.48 4.54 10.10

119.80 52.68 63.14 173.90 72.16 84.10 218.70200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 8000077.50 10.95 19.53 180.20 22.19 36.12 276.2530.0 34.6 35.0 35.0 39.6 40.0 40.0

1518750 237038 301350 4165000 568458 696000 896000019916 10532 12737 21636 11136 13020 20749

4.33E-05 6.41E-04 3.01E-04 3.12E-05 5.08E-04 2.71E-04 3.63E-0570 70 70 70 70 70 70

x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

iy cmA cm2

E MPaG MPa


Zx cm3

Iy cm4

Lp (m)Lr (m)

Fy

= 25

0 M

Pa

Span

( m

)



MPaBALOKProfil W

Sumargo 79


Fy = 250

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.19 2.16 2.05 3.41 3.38 3.306.51 6.53 6.13 10.18 10.14 9.85

0.00 38.52 49.90 68.34 102.99 148.30 189.110.50 38.52 49.90 68.34 102.99 148.30 189.111.00 38.52 49.90 68.34 102.99 148.30 189.111.50 38.52 49.90 68.34 102.99 148.30 189.112.00 38.52 49.90 68.34 102.99 148.30 189.112.50 37.52 48.46 65.53 102.99 148.30 189.113.00 35.91 46.36 62.40 102.99 148.30 189.113.50 34.30 44.26 59.27 102.50 147.32 186.974.00 32.69 42.16 56.14 99.80 143.39 181.734.50 31.08 40.06 53.01 97.10 139.46 176.495.00 29.47 37.96 49.88 94.40 135.54 171.255.50 27.86 35.87 46.76 91.69 131.61 166.016.00 26.25 33.77 43.63 88.99 127.68 160.776.50 24.64 31.67 39.03 86.29 123.75 155.537.00 21.99 28.39 34.80 83.59 119.83 150.297.50 19.85 25.66 31.35 80.88 115.90 145.058.00 18.08 23.39 28.50 78.18 111.97 139.818.10 17.76 22.98 27.99 77.64 111.19 138.768.20 17.45 22.58 27.49 77.10 110.40 137.718.30 17.16 22.20 27.02 76.56 109.61 136.678.40 16.87 21.83 26.55 76.02 108.83 135.628.50 16.59 21.48 26.11 75.48 108.04 134.579.00 15.32 19.85 24.07 72.78 104.12 129.339.50 14.23 18.45 22.33 70.07 100.19 124.0910.00 13.28 17.24 20.82 67.37 96.26 117.5310.50 12.46 16.17 19.50 63.35 90.21 109.1911.00 11.73 15.23 18.33 59.18 84.27 101.9011.50 11.08 14.40 17.30 55.51 79.04 95.4912.00 10.50 13.65 16.38 52.26 74.41 89.8112.50 9.98 12.98 15.55 49.36 70.28 84.7513.00 9.51 12.37 14.81 46.76 66.58 80.2113.50 9.08 11.82 14.13 44.42 63.24 76.1414.00 8.69 11.32 13.52 42.30 60.22 72.4514.50 8.33 10.86 12.95 40.37 57.48 69.1015.00 8.00 10.43 12.44 38.62 54.97 66.0415.50 7.70 10.04 11.96 37.00 52.68 63.2516.00 7.42 9.68 11.52 35.52 50.57 60.6816.50 7.16 9.34 11.11 34.16 48.62 58.3217.00 6.92 9.03 10.73 32.90 46.83 56.1317.50 6.70 8.74 10.38 31.73 45.16 54.1018.00 6.48 8.46 10.05 30.64 43.61 52.2218.50 6.29 8.21 9.74 29.62 42.16 50.4719.00 6.10 7.97 9.45 28.67 40.81 48.8319.50 5.93 7.74 9.17 27.79 39.55 47.3020.00 5.76 7.53 8.92 26.95 38.36 45.86

1490.0 1910.0 2590.0 4020.0 5760.0 7290.01679.0 2175.1 2978.5 4488.8 6463.7 8242.61870 2140 2280 9020 10800 117004.40 4.33 4.12 6.85 6.78 6.62

96.80 114.20 134.40 192.50 235.50 267.40200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 8000047.52 71.28 92.13 193.87 327.74 424.6945.0 50.0 60.0 58.8 70.0 80.0

946688 1337500 2052000 7796527 13230000 1872000012796 13279 12077 13509 13558 12995

3.11E-04 2.80E-04 4.45E-04 2.32E-04 2.36E-04 2.95E-0470 70 70 70 70 70

x2 mm4/N2fr Mpa

J cm4

H cmIw cm6

x1 Mpa

iy cmA cm2

E MpaG Mpa


Zx cm3

Iy cm4

Berat (kg/m)Lp (m)Lr (m)

Fy

= 25

0 M

pa

Span

( m

)

Profil WKapasitas Momen Lentur (ton-m)


H x B (mm)

MpaBALOK

Sumargo 80


f y = 290

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.201.14 1.44 0.77 1.10 1.73 2.02 1.02

0.50 37.30 65.36 43.36 66.83 104.78 157.01 76.540.75 24.87 43.58 28.91 44.55 69.85 104.67 51.031.00 18.65 32.68 21.68 33.41 52.39 78.50 38.271.25 14.92 26.15 17.34 26.73 41.91 62.80 30.621.50 12.43 21.79 14.45 22.28 34.93 52.34 25.511.75 10.66 18.68 12.39 19.09 29.94 44.86 21.87

2.00 9.32 16.34 10.84 16.71 26.20 39.25 19.132.25 8.29 14.53 9.64 14.85 23.28 34.89 17.012.50 7.46 13.07 8.67 13.37 20.96 31.40 15.312.75 6.78 11.88 7.88 12.15 19.05 28.55 13.923.00 6.22 10.89 7.23 11.14 17.46 26.17 12.763.25 5.74 10.06 6.67 10.28 16.12 24.15 11.78

3.50 5.33 9.34 6.19 9.55 14.97 22.43 10.933.75 4.97 8.72 5.78 8.91 13.97 20.93 10.214.00 4.66 8.17 5.42 8.35 13.10 19.63 9.574.25 4.39 7.69 5.10 7.86 12.33 18.47 9.004.50 4.14 7.26 4.82 7.43 11.64 17.45 8.504.75 3.93 6.88 4.56 7.03 11.03 16.53 8.06

5.00 3.73 6.54 4.34 6.68 10.48 15.70 7.655.50 3.39 5.94 3.94 6.08 9.53 14.27 6.966.00 3.11 5.45 3.61 5.57 8.73 13.08 6.386.50 2.87 5.03 3.34 5.14 8.06 12.08 5.897.00 2.66 4.67 3.10 4.77 7.48 11.21 5.477.50 2.49 4.36 2.89 4.46 6.99 10.47 5.10

8.00 2.33 4.09 2.71 4.18 6.55 9.81 4.788.50 2.19 3.84 2.55 3.93 6.16 9.24 4.509.00 2.07 3.63 2.41 3.71 5.82 8.72 4.259.50 1.96 3.44 2.28 3.52 5.51 8.26 4.03

10.00 1.86 3.27 2.17 3.34 5.24 7.85 3.83

87.59 153.50 101.83 156.94 246.06 368.70 179.7418.65 32.68 21.68 33.41 52.39 78.50 38.279.58 12.97 11.98 14.18 16.77 20.96 14.237.19 8.22 4.99 7.98 9.78 11.48 5.39

159.69 172.99 133.07 159.69 186.30 199.61 119.7711.33 13.55 8.06 12.02 15.96 18.57 6.88

220.79 199.62 97.35 132.61 186.99 179.22 53.769.86 11.89 7.09 10.71 14.09 16.48 6.17

294.39 266.16 129.80 176.81 249.32 238.95 71.69



fy =

290

MPa

Ben

tang

( m

)




Lp (m)

MPaBALOKProfil W


Sumargo 81


f y = 290

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.03 2.32 1.29 1.29 2.91 1.52 1.52

0.50 89.19 223.77 135.99 155.79 409.00 202.28 230.840.75 59.46 149.18 90.66 103.86 272.66 134.86 153.891.00 44.59 111.88 67.99 77.90 204.50 101.14 115.421.25 35.67 89.51 54.40 62.32 163.60 80.91 92.331.50 29.73 74.59 45.33 51.93 136.33 67.43 76.951.75 25.48 63.93 38.85 44.51 116.86 57.80 65.95

2.00 22.30 55.94 34.00 38.95 102.25 50.57 57.712.25 19.82 49.73 30.22 34.62 90.89 44.95 51.302.50 17.84 44.75 27.20 31.16 81.80 40.46 46.172.75 16.22 40.68 24.73 28.33 74.36 36.78 41.973.00 14.86 37.29 22.66 25.97 68.17 33.71 38.473.25 13.72 34.43 20.92 23.97 62.92 31.12 35.51

3.50 12.74 31.97 19.43 22.26 58.43 28.90 32.983.75 11.89 29.84 18.13 20.77 54.53 26.97 30.784.00 11.15 27.97 17.00 19.47 51.12 25.29 28.854.25 10.49 26.33 16.00 18.33 48.12 23.80 27.164.50 9.91 24.86 15.11 17.31 45.44 22.48 25.654.75 9.39 23.55 14.31 16.40 43.05 21.29 24.30

5.00 8.92 22.38 13.60 15.58 40.90 20.23 23.085.50 8.11 20.34 12.36 14.16 37.18 18.39 20.996.00 7.43 18.65 11.33 12.98 34.08 16.86 19.246.50 6.86 17.21 10.46 11.98 31.46 15.56 17.767.00 6.37 15.98 9.71 11.13 29.21 14.45 16.497.50 5.95 14.92 9.07 10.39 27.27 13.49 15.39

8.00 5.57 13.99 8.50 9.74 25.56 12.64 14.438.50 5.25 13.16 8.00 9.16 24.06 11.90 13.589.00 4.95 12.43 7.55 8.66 22.72 11.24 12.829.50 4.69 11.78 7.16 8.20 21.53 10.65 12.15

10.00 4.46 11.19 6.80 7.79 20.45 10.11 11.54

209.44 525.48 319.35 365.85 960.46 475.03 542.0844.59 111.88 67.99 77.90 204.50 101.14 115.4217.57 25.55 19.80 23.95 35.93 26.17 31.146.95 13.31 6.65 8.38 17.96 7.68 9.51

146.38 212.92 133.07 159.69 239.53 146.38 172.999.94 21.37 8.62 12.02 27.54 9.94 13.55

85.03 174.45 51.52 78.50 170.33 57.07 83.188.81 19.04 7.77 10.71 24.70 8.81 11.89

113.38 232.61 68.70 104.67 227.10 76.09 110.90φ R6 ton/m


Zx cm3


Lp (m)

f y =

290

MPa

Ben

tang

( m

)




MPaBALOKProfil W

Sumargo 82


f y = 290

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.003.47 1.79 1.83 4.09 2.07 2.10 4.67

0.50 639.00 304.96 369.57 1083.80 480.25 564.74 1563.810.75 426.00 203.31 246.38 722.54 320.17 376.49 1042.541.00 319.50 152.48 184.78 541.90 240.13 282.37 781.911.25 255.60 121.98 147.83 433.52 192.10 225.90 625.521.50 213.00 101.65 123.19 361.27 160.08 188.25 521.271.75 182.57 87.13 105.59 309.66 137.22 161.35 446.80

2.00 159.75 76.24 92.39 270.95 120.06 141.19 390.952.25 142.00 67.77 82.13 240.85 106.72 125.50 347.512.50 127.80 60.99 73.91 216.76 96.05 112.95 312.762.75 116.18 55.45 67.19 197.06 87.32 102.68 284.333.00 106.50 50.83 61.59 180.63 80.04 94.12 260.643.25 98.31 46.92 56.86 166.74 73.89 86.88 240.59

3.50 91.29 43.57 52.80 154.83 68.61 80.68 223.403.75 85.20 40.66 49.28 144.51 64.03 75.30 208.514.00 79.87 38.12 46.20 135.48 60.03 70.59 195.484.25 75.18 35.88 43.48 127.51 56.50 66.44 183.984.50 71.00 33.88 41.06 120.42 53.36 62.75 173.764.75 67.26 32.10 38.90 114.08 50.55 59.45 164.61

5.00 63.90 30.50 36.96 108.38 48.03 56.47 156.385.50 58.09 27.72 33.60 98.53 43.66 51.34 142.166.00 53.25 25.41 30.80 90.32 40.02 47.06 130.326.50 49.15 23.46 28.43 83.37 36.94 43.44 120.297.00 45.64 21.78 26.40 77.41 34.30 40.34 111.707.50 42.60 20.33 24.64 72.25 32.02 37.65 104.25

8.00 39.94 19.06 23.10 67.74 30.02 35.30 97.748.50 37.59 17.94 21.74 63.75 28.25 33.22 91.999.00 35.50 16.94 20.53 60.21 26.68 31.37 86.889.50 33.63 16.05 19.45 57.04 25.28 29.72 82.31

10.00 31.95 15.25 18.48 54.19 24.01 28.24 78.19

1501.12 716.14 867.87 2545.14 1127.80 1326.20 3672.35319.50 152.48 184.78 541.90 240.13 282.37 781.9147.91 33.15 39.12 67.07 44.27 51.10 83.0421.96 9.18 11.64 31.14 12.58 15.44 37.19

266.15 159.69 186.30 319.38 186.30 212.92 345.9933.38 12.02 16.74 49.39 16.74 22.24 58.55

181.72 56.72 72.85 212.49 64.39 80.52 213.8829.75 10.71 15.04 44.43 15.04 20.09 52.85

242.30 75.63 97.14 283.32 85.86 107.36 285.17φ R5 tonφ R6 ton/m




Berat (kg/m)Lp (m)

f y =

290

MPa

Ben

tang

( m

)



H x B (mm)

MPaBALOK

Sumargo 83


f y = 290

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.03 2.00 1.90 3.17 3.13 3.06

0.50 714.96 926.21 1268.36 1911.50 2752.44 3509.970.75 476.64 617.47 845.58 1274.33 1834.96 2339.981.00 357.48 463.11 634.18 955.75 1376.22 1754.991.25 285.98 370.48 507.35 764.60 1100.98 1403.991.50 238.32 308.74 422.79 637.17 917.48 1169.991.75 204.27 264.63 362.39 546.14 786.41 1002.85

2.00 178.74 231.55 317.09 477.87 688.11 877.492.25 158.88 205.82 281.86 424.78 611.65 779.992.50 142.99 185.24 253.67 382.30 550.49 701.992.75 129.99 168.40 230.61 347.54 500.44 638.183.00 119.16 154.37 211.39 318.58 458.74 585.003.25 109.99 142.49 195.13 294.08 423.45 540.00

3.50 102.14 132.32 181.19 273.07 393.21 501.423.75 95.33 123.49 169.12 254.87 366.99 468.004.00 89.37 115.78 158.55 238.94 344.06 438.754.25 84.11 108.97 149.22 224.88 323.82 412.944.50 79.44 102.91 140.93 212.39 305.83 390.004.75 75.26 97.50 133.51 201.21 289.73 369.47

5.00 71.50 92.62 126.84 191.15 275.24 351.005.50 65.00 84.20 115.31 173.77 250.22 319.096.00 59.58 77.18 105.70 159.29 229.37 292.506.50 55.00 71.25 97.57 147.04 211.73 270.007.00 51.07 66.16 90.60 136.54 196.60 250.717.50 47.66 61.75 84.56 127.43 183.50 234.00

8.00 44.69 57.89 79.27 119.47 172.03 219.378.50 42.06 54.48 74.61 112.44 161.91 206.479.00 39.72 51.46 70.46 106.19 152.91 195.009.50 37.63 48.75 66.76 100.61 144.87 184.74

10.00 35.75 46.31 63.42 95.57 137.62 175.50

1678.97 2175.06 2978.54 4488.84 6463.66 8242.59357.48 463.11 634.18 955.75 1376.22 1754.9964.67 79.84 105.39 112.68 145.32 178.8519.16 23.95 28.54 38.33 44.98 50.30

239.53 266.15 292.76 319.38 345.99 372.6027.54 34.48 41.00 50.67 62.59 72.8194.63 102.22 106.71 120.16 106.94 107.8824.70 31.07 36.73 45.96 57.60 67.05

126.17 136.29 142.28 160.21 142.59 143.84φ R5 tonφ R6 ton/m





Lp (m)

f y =

290

MPa

Ben

tang

( m

)

BALOKProfil W


MPa

Sumargo 84


Fy = 290

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.201.14 1.44 0.77 1.10 1.73 2.02 1.025.72 6.40 2.61 4.27 7.14 7.86 2.95

0.00 2.33 4.09 2.71 4.18 6.55 9.81 4.780.50 2.33 4.09 2.71 4.18 6.55 9.81 4.781.00 2.33 4.09 2.59 4.18 6.55 9.81 4.781.50 2.27 4.07 2.35 4.00 6.55 9.81 4.402.00 2.18 3.93 2.10 3.78 6.44 9.81 3.992.50 2.10 3.80 1.85 3.56 6.25 9.56 3.593.00 2.01 3.66 1.51 3.34 6.05 9.29 3.163.50 1.93 3.53 1.25 3.12 5.85 9.02 2.524.00 1.84 3.39 1.07 2.90 5.66 8.75 2.094.50 1.75 3.26 0.93 2.62 5.46 8.48 1.785.00 1.67 3.12 0.83 2.33 5.26 8.21 1.555.50 1.58 2.99 0.75 2.09 5.07 7.94 1.386.00 1.47 2.85 0.68 1.90 4.87 7.67 1.246.50 1.35 2.70 0.62 1.75 4.67 7.40 1.127.00 1.25 2.49 0.58 1.61 4.48 7.13 1.037.50 1.17 2.31 0.54 1.50 4.18 6.86 0.958.00 1.09 2.16 0.50 1.40 3.89 6.54 0.888.50 1.02 2.03 0.47 1.31 3.64 6.11 0.839.00 0.97 1.91 0.44 1.24 3.43 5.73 0.779.50 0.91 1.80 0.42 1.17 3.23 5.39 0.73

10.00 0.87 1.71 0.40 1.11 3.06 5.10 0.6910.50 0.83 1.63 0.38 1.06 2.91 4.83 0.6511.00 0.79 1.55 0.36 1.01 2.77 4.60 0.6211.50 0.75 1.48 0.35 0.96 2.64 4.38 0.5912.00 0.72 1.42 0.33 0.92 2.53 4.19 0.5712.50 0.69 1.36 0.32 0.88 2.42 4.01 0.5413.00 0.66 1.31 0.30 0.85 2.32 3.85 0.5213.50 0.64 1.26 0.29 0.82 2.23 3.70 0.5014.00 0.62 1.21 0.28 0.79 2.15 3.56 0.4814.50 0.59 1.17 0.27 0.76 2.08 3.43 0.4715.00 0.57 1.13 0.26 0.73 2.00 3.31 0.4515.50 0.56 1.09 0.25 0.71 1.94 3.20 0.4316.00 0.54 1.06 0.25 0.69 1.88 3.09 0.4216.50 0.52 1.02 0.24 0.67 1.82 3.00 0.4117.00 0.51 0.99 0.23 0.65 1.76 2.91 0.3917.50 0.49 0.96 0.23 0.63 1.71 2.82 0.3818.00 0.48 0.94 0.22 0.61 1.66 2.74 0.3718.50 0.47 0.91 0.21 0.59 1.62 2.66 0.3619.00 0.45 0.89 0.21 0.58 1.57 2.59 0.3519.50 0.44 0.86 0.20 0.56 1.53 2.52 0.3420.00 0.43 0.84 0.20 0.55 1.49 2.46 0.33

76.5 136.0 88.8 138.0 219.0 330.0 160.087.6 153.5 101.8 156.9 246.1 368.7 179.7134 293 50 151 563 984 1142.47 3.11 1.66 2.37 3.75 4.38 2.21

21.90 30.31 17.85 26.84 40.14 51.21 23.18200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.13 7.22 2.34 5.93 11.72 17.99 2.8710.0 12.5 15.0 14.8 15.0 17.5 19.83350 11445 2784 8269 31669 75338 11173

34961 30575 20459 25689 27835 25855 143185.35E-06 8.66E-06 5.06E-05 1.86E-05 1.23E-05 1.61E-05 1.91E-04

70 70 70 70 70 70 70

Fy

= 29

0 M

Pa

Span

( m

)

Lr (m)

MPaBALOKProfil W



Lp (m)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6


Sumargo 85


Fy = 290

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.701.03 2.32 1.29 1.29 2.91 1.52 1.523.17 8.77 3.60 3.79 10.18 4.11 4.27

0.00 5.57 13.99 8.50 9.74 25.56 12.64 14.430.50 5.57 13.99 8.50 9.74 25.56 12.64 14.431.00 5.57 13.99 8.50 9.74 25.56 12.64 14.431.50 5.16 13.99 8.25 9.47 25.56 12.64 14.432.00 4.73 13.99 7.66 8.83 25.56 11.89 13.602.50 4.30 13.86 7.06 8.19 25.56 11.10 12.753.00 3.87 13.52 6.47 7.55 25.46 10.31 11.893.50 3.24 13.17 5.88 6.91 24.91 9.52 11.034.00 2.71 12.82 4.90 6.05 24.35 8.74 10.174.50 2.33 12.48 4.10 5.10 23.80 7.37 8.955.00 2.04 12.13 3.52 4.41 23.24 6.22 7.595.50 1.82 11.79 3.08 3.88 22.69 5.36 6.586.00 1.64 11.44 2.74 3.46 22.14 4.69 5.796.50 1.50 11.10 2.46 3.13 21.58 4.17 5.177.00 1.38 10.75 2.24 2.85 21.03 3.75 4.677.50 1.27 10.41 2.05 2.62 20.47 3.40 4.258.00 1.19 10.06 1.90 2.43 19.92 3.11 3.918.50 1.11 9.71 1.76 2.26 19.36 2.87 3.619.00 1.04 9.08 1.65 2.12 18.81 2.66 3.369.50 0.98 8.53 1.54 1.99 18.26 2.48 3.14

10.00 0.93 8.05 1.45 1.88 17.70 2.32 2.9510.50 0.88 7.62 1.38 1.78 16.87 2.18 2.7811.00 0.84 7.23 1.30 1.69 15.96 2.06 2.6311.50 0.80 6.89 1.24 1.61 15.15 1.95 2.4912.00 0.77 6.57 1.18 1.53 14.42 1.85 2.3712.50 0.74 6.29 1.13 1.47 13.75 1.77 2.2613.00 0.71 6.02 1.08 1.41 13.15 1.69 2.1613.50 0.68 5.78 1.04 1.35 12.60 1.61 2.0714.00 0.65 5.56 1.00 1.30 12.09 1.55 1.9914.50 0.63 5.36 0.96 1.25 11.63 1.49 1.9115.00 0.61 5.17 0.93 1.21 11.20 1.43 1.8415.50 0.59 4.99 0.89 1.17 10.80 1.38 1.7816.00 0.57 4.83 0.87 1.13 10.43 1.33 1.7216.50 0.55 4.67 0.84 1.09 10.08 1.28 1.6617.00 0.53 4.53 0.81 1.06 9.76 1.24 1.6117.50 0.52 4.39 0.79 1.03 9.46 1.20 1.5618.00 0.50 4.27 0.76 1.00 9.18 1.17 1.5118.50 0.49 4.14 0.74 0.97 8.91 1.13 1.4619.00 0.48 4.03 0.72 0.94 8.66 1.10 1.4219.50 0.46 3.92 0.70 0.92 8.42 1.07 1.3820.00 0.45 3.82 0.68 0.89 8.20 1.04 1.35

184.0 472.0 285.0 324.0 867.0 424.0 481.0209.4 525.5 319.3 365.8 960.5 475.0 542.1134 1600 255 294 3650 442 5082.22 5.02 2.79 2.79 6.29 3.29 3.29

27.16 65.53 32.68 37.66 92.18 40.80 46.78200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.52 26.45 5.27 7.88 51.81 6.74 10.0420.0 20.0 24.8 25.0 25.0 29.8 30.0

13400 160000 39209 45938 570313 98128 11430016932 24796 12939 14941 22406 10993 12663

1.03E-04 1.99E-05 2.81E-04 1.65E-04 2.73E-05 5.49E-04 3.23E-0470 70 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 29

0 M

Pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPaJ cm4

H cmIw cm6


Sumargo 86


Fy = 290

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.003.47 1.79 1.83 4.09 2.07 2.10 4.6711.29 4.79 5.09 13.97 5.58 5.86 15.54

0.00 39.94 19.06 23.10 67.74 30.02 35.30 97.740.50 39.94 19.06 23.10 67.74 30.02 35.30 97.741.00 39.94 19.06 23.10 67.74 30.02 35.30 97.741.50 39.94 19.06 23.10 67.74 30.02 35.30 97.742.00 39.94 18.64 22.70 67.74 30.02 35.30 97.742.50 39.94 17.62 21.56 67.74 28.84 34.09 97.743.00 39.94 16.60 20.42 67.74 27.47 32.60 97.743.50 39.91 15.58 19.27 67.74 26.10 31.10 97.744.00 39.11 14.56 18.13 67.74 24.73 29.60 97.744.50 38.31 13.54 16.99 66.85 23.36 28.10 97.745.00 37.51 12.04 15.85 65.77 21.99 26.61 96.815.50 36.71 10.28 13.82 64.69 20.62 25.11 95.406.00 35.91 8.93 12.09 63.61 18.11 23.23 94.006.50 35.11 7.87 10.73 62.54 15.91 20.52 92.607.00 34.32 7.02 9.63 61.46 14.15 18.34 91.197.50 33.52 6.33 8.73 60.38 12.72 16.57 89.798.00 32.72 5.75 7.99 59.31 11.53 15.10 88.398.50 31.92 5.27 7.35 58.23 10.54 13.86 86.999.00 31.12 4.86 6.81 57.15 9.70 12.80 85.589.50 30.32 4.51 6.35 56.08 8.98 11.90 84.18

10.00 29.53 4.21 5.94 55.00 8.36 11.11 82.7810.50 28.73 3.94 5.59 53.92 7.82 10.42 81.3711.00 27.93 3.71 5.27 52.85 7.34 9.81 79.9711.50 26.82 3.50 4.99 51.77 6.92 9.27 78.5712.00 25.42 3.32 4.74 50.69 6.54 8.79 77.1612.50 24.16 3.15 4.51 49.61 6.21 8.36 75.7613.00 23.02 3.00 4.31 48.54 5.90 7.96 74.3613.50 21.99 2.86 4.12 47.46 5.63 7.61 72.9514.00 21.05 2.74 3.95 46.36 5.38 7.28 71.5514.50 20.18 2.62 3.79 44.42 5.15 6.99 70.1515.00 19.39 2.52 3.65 42.63 4.94 6.71 68.7415.50 18.66 2.42 3.51 40.99 4.75 6.46 67.3416.00 17.98 2.33 3.39 39.48 4.57 6.23 64.9916.50 17.36 2.25 3.27 38.07 4.40 6.01 62.5717.00 16.77 2.18 3.17 36.77 4.25 5.81 60.3317.50 16.23 2.10 3.06 35.55 4.11 5.62 58.2518.00 15.72 2.04 2.97 34.41 3.97 5.44 56.3118.50 15.24 1.97 2.88 33.35 3.85 5.28 54.5019.00 14.79 1.92 2.80 32.35 3.73 5.12 52.8019.50 14.37 1.86 2.72 31.41 3.62 4.98 51.2120.00 13.97 1.81 2.65 30.53 3.52 4.84 49.71

1360.0 641.0 775.0 2300.0 1010.0 1190.0 3330.01501.1 716.1 867.9 2545.1 1127.8 1326.2 3672.46750 792 984 13600 1450 1740 224007.51 3.88 3.95 8.84 4.48 4.54 10.10

119.80 52.68 63.14 173.90 72.16 84.10 218.70200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 8000077.50 10.95 19.53 180.20 22.19 36.12 276.2530.0 34.6 35.0 35.0 39.6 40.0 40.0

1518750 237038 301350 4165000 568458 696000 896000019916 10532 12737 21636 11136 13020 20749

4.33E-05 6.41E-04 3.01E-04 3.12E-05 5.08E-04 2.71E-04 3.63E-0570 70 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 29

0 M

Pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MpaJ cm4

H cmIw cm6


Sumargo 87


Fy = 290

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.002.03 2.00 1.90 3.17 3.13 3.065.73 5.74 5.42 8.92 8.89 8.66

0.00 44.69 57.89 79.27 119.47 172.03 219.370.50 44.69 57.89 79.27 119.47 172.03 219.371.00 44.69 57.89 79.27 119.47 172.03 219.371.50 44.69 57.89 79.27 119.47 172.03 219.372.00 44.69 57.89 78.54 119.47 172.03 219.372.50 42.84 55.31 74.70 119.47 172.03 219.373.00 40.86 52.72 70.87 119.47 172.03 219.373.50 38.89 50.13 67.03 117.25 168.48 213.704.00 36.91 47.55 63.20 113.92 163.64 207.264.50 34.93 44.96 59.36 110.59 158.80 200.815.00 32.96 42.37 55.52 107.26 153.96 194.375.50 30.98 39.79 51.04 103.94 149.12 187.936.00 27.89 35.92 44.31 100.61 144.28 181.486.50 24.62 31.74 39.03 97.28 139.44 175.047.00 21.99 28.39 34.80 93.95 134.60 168.607.50 19.85 25.66 31.35 90.63 129.76 162.158.00 18.08 23.39 28.50 87.30 124.92 155.718.50 16.59 21.48 26.11 83.97 120.08 149.279.00 15.32 19.85 24.07 79.98 113.91 138.349.50 14.23 18.45 22.33 73.60 104.82 127.15

10.00 13.28 17.24 20.82 68.11 97.00 117.5310.50 12.46 16.17 19.50 63.35 90.21 109.1911.00 11.73 15.23 18.33 59.18 84.27 101.9011.50 11.08 14.40 17.30 55.51 79.04 95.4912.00 10.50 13.65 16.38 52.26 74.41 89.8112.50 9.98 12.98 15.55 49.36 70.28 84.7513.00 9.51 12.37 14.81 46.76 66.58 80.2113.50 9.08 11.82 14.13 44.42 63.24 76.1414.00 8.69 11.32 13.52 42.30 60.22 72.4514.50 8.33 10.86 12.95 40.37 57.48 69.1015.00 8.00 10.43 12.44 38.62 54.97 66.0415.50 7.70 10.04 11.96 37.00 52.68 63.2516.00 7.42 9.68 11.52 35.52 50.57 60.6816.50 7.16 9.34 11.11 34.16 48.62 58.3217.00 6.92 9.03 10.73 32.90 46.83 56.1317.50 6.70 8.74 10.38 31.73 45.16 54.1018.00 6.48 8.46 10.05 30.64 43.61 52.2218.50 6.29 8.21 9.74 29.62 42.16 50.4719.00 6.10 7.97 9.45 28.67 40.81 48.8319.50 5.93 7.74 9.17 27.79 39.55 47.3020.00 5.76 7.53 8.92 26.95 38.36 45.86

1490.0 1910.0 2590.0 4020.0 5760.0 7290.01679.0 2175.1 2978.5 4488.8 6463.7 8242.61870 2140 2280 9020 10800 117004.40 4.33 4.12 6.85 6.78 6.62

96.80 114.20 134.40 192.50 235.50 267.40200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 8000047.52 71.28 92.13 193.87 327.74 424.6945.0 50.0 60.0 58.8 70.0 80.0

946688 1337500 2052000 7796527 13230000 1872000012796 13279 12077 13509 13558 12995

3.11E-04 2.80E-04 4.45E-04 2.32E-04 2.36E-04 2.95E-0470 70 70 70 70 70

MPaBALOKProfil W



Lp (m)Lr (m)

Fy

= 29

0 M

Pa

Span

( m

)


Zx cm3

Iy cm4

iy cmA cm2

E MPaG MPa

x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

Sumargo 88


f y = 410

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.200.96 1.21 0.65 0.92 1.46 1.70 0.86

0.50 52.73 92.41 61.30 94.48 148.14 221.97 108.210.75 35.16 61.61 40.87 62.99 98.76 147.98 72.141.00 26.37 46.21 30.65 47.24 74.07 110.99 54.101.25 21.09 36.97 24.52 37.79 59.26 88.79 43.281.50 17.58 30.80 20.43 31.49 49.38 73.99 36.071.75 15.07 26.40 17.52 26.99 42.33 63.42 30.92

2.00 13.18 23.10 15.33 23.62 37.03 55.49 27.052.25 11.72 20.54 13.62 21.00 32.92 49.33 24.052.50 10.55 18.48 12.26 18.90 29.63 44.39 21.642.75 9.59 16.80 11.15 17.18 26.93 40.36 19.673.00 8.79 15.40 10.22 15.75 24.69 37.00 18.033.25 8.11 14.22 9.43 14.54 22.79 34.15 16.65

3.50 7.53 13.20 8.76 13.50 21.16 31.71 15.463.75 7.03 12.32 8.17 12.60 19.75 29.60 14.434.00 6.59 11.55 7.66 11.81 18.52 27.75 13.534.25 6.20 10.87 7.21 11.12 17.43 26.11 12.734.50 5.86 10.27 6.81 10.50 16.46 24.66 12.024.75 5.55 9.73 6.45 9.95 15.59 23.37 11.39

5.00 5.27 9.24 6.13 9.45 14.81 22.20 10.825.50 4.79 8.40 5.57 8.59 13.47 20.18 9.846.00 4.39 7.70 5.11 7.87 12.34 18.50 9.026.50 4.06 7.11 4.72 7.27 11.40 17.07 8.327.00 3.77 6.60 4.38 6.75 10.58 15.86 7.737.50 3.52 6.16 4.09 6.30 9.88 14.80 7.21

8.00 3.30 5.78 3.83 5.91 9.26 13.87 6.768.50 3.10 5.44 3.61 5.56 8.71 13.06 6.379.00 2.93 5.13 3.41 5.25 8.23 12.33 6.019.50 2.78 4.86 3.23 4.97 7.80 11.68 5.70

10.00 2.64 4.62 3.07 4.72 7.41 11.10 5.41

87.59 153.50 101.83 156.94 246.06 368.70 179.7426.37 46.21 30.65 47.24 74.07 110.99 54.1013.55 18.34 16.93 20.05 23.71 29.63 20.1210.16 11.62 7.06 11.29 13.83 16.23 7.62

225.77 244.58 188.14 225.77 263.39 282.21 169.3213.47 16.11 9.59 14.29 18.98 22.08 8.19

262.53 237.36 115.75 157.68 222.34 213.09 63.9311.72 14.14 8.43 12.73 16.76 19.59 7.34

350.04 316.48 154.34 210.23 296.45 284.12 85.24

MPaBALOKProfil W



Lp (m)

f y =

410

MPa

Ben

tang

( m

)



Sumargo 89


f y = 410

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.700.86 1.95 1.08 1.08 2.45 1.28 1.28

0.50 126.09 316.36 192.26 220.26 571.60 280.15 326.350.75 84.06 210.91 128.17 146.84 381.07 186.77 217.571.00 63.05 158.18 96.13 110.13 285.80 140.07 163.181.25 50.44 126.54 76.90 88.10 228.64 112.06 130.541.50 42.03 105.45 64.09 73.42 190.53 93.38 108.781.75 36.03 90.39 54.93 62.93 163.31 80.04 93.24

2.00 31.52 79.09 48.06 55.06 142.90 70.04 81.592.25 28.02 70.30 42.72 48.95 127.02 62.26 72.522.50 25.22 63.27 38.45 44.05 114.32 56.03 65.272.75 22.93 57.52 34.96 40.05 103.93 50.94 59.343.00 21.02 52.73 32.04 36.71 95.27 46.69 54.393.25 19.40 48.67 29.58 33.89 87.94 43.10 50.21

3.50 18.01 45.19 27.47 31.47 81.66 40.02 46.623.75 16.81 42.18 25.63 29.37 76.21 37.35 43.514.00 15.76 39.54 24.03 27.53 71.45 35.02 40.794.25 14.83 37.22 22.62 25.91 67.25 32.96 38.394.50 14.01 35.15 21.36 24.47 63.51 31.13 36.264.75 13.27 33.30 20.24 23.18 60.17 29.49 34.35

5.00 12.61 31.64 19.23 22.03 57.16 28.01 32.645.50 11.46 28.76 17.48 20.02 51.96 25.47 29.676.00 10.51 26.36 16.02 18.35 47.63 23.35 27.206.50 9.70 24.34 14.79 16.94 43.97 21.55 25.107.00 9.01 22.60 13.73 15.73 40.83 20.01 23.317.50 8.41 21.09 12.82 14.68 38.11 18.68 21.76

8.00 7.88 19.77 12.02 13.77 35.72 17.51 20.408.50 7.42 18.61 11.31 12.96 33.62 16.48 19.209.00 7.01 17.58 10.68 12.24 31.76 15.56 18.139.50 6.64 16.65 10.12 11.59 30.08 14.74 17.18

10.00 6.30 15.82 9.61 11.01 28.58 14.01 16.32

209.44 525.48 319.35 365.85 960.46 475.03 542.0863.05 158.18 96.13 110.13 285.80 140.07 163.1824.83 36.12 27.99 33.86 50.80 37.00 44.029.83 18.81 9.41 11.85 25.40 10.86 13.45

206.95 301.02 188.14 225.77 338.65 206.95 244.5811.82 25.40 10.25 14.29 32.74 11.82 16.11

101.11 207.43 61.26 93.34 202.52 67.86 98.9010.48 22.64 9.24 12.73 29.37 10.48 14.14

134.81 276.57 81.68 124.46 270.03 90.48 131.87

MPaBALOKProfil W



Lp (m)

f y =

410

MPa

Ben

tang

( m

)



Sumargo 90


f y = 410

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.002.92 1.51 1.54 3.44 1.74 1.76 3.93

0.50 872.84 419.05 522.50 1505.46 669.25 798.43 2157.900.75 581.89 279.36 348.33 1003.64 446.17 532.28 1438.601.00 436.42 209.52 261.25 752.73 334.63 399.21 1078.951.25 349.14 167.62 209.00 602.19 267.70 319.37 863.161.50 290.95 139.68 174.17 501.82 223.08 266.14 719.301.75 249.38 119.73 149.28 430.13 191.21 228.12 616.54

2.00 218.21 104.76 130.62 376.37 167.31 199.61 539.472.25 193.96 93.12 116.11 334.55 148.72 177.43 479.532.50 174.57 83.81 104.50 301.09 133.85 159.69 431.582.75 158.70 76.19 95.00 273.72 121.68 145.17 392.343.00 145.47 69.84 87.08 250.91 111.54 133.07 359.653.25 134.28 64.47 80.38 231.61 102.96 122.83 331.98

3.50 124.69 59.86 74.64 215.07 95.61 114.06 308.273.75 116.38 55.87 69.67 200.73 89.23 106.46 287.724.00 109.11 52.38 65.31 188.18 83.66 99.80 269.744.25 102.69 49.30 61.47 177.11 78.74 93.93 253.874.50 96.98 46.56 58.06 167.27 74.36 88.71 239.774.75 91.88 44.11 55.00 158.47 70.45 84.04 227.15

5.00 87.28 41.90 52.25 150.55 66.93 79.84 215.795.50 79.35 38.10 47.50 136.86 60.84 72.58 196.176.00 72.74 34.92 43.54 125.46 55.77 66.54 179.826.50 67.14 32.23 40.19 115.80 51.48 61.42 165.997.00 62.35 29.93 37.32 107.53 47.80 57.03 154.147.50 58.19 27.94 34.83 100.36 44.62 53.23 143.86

8.00 54.55 26.19 32.66 94.09 41.83 49.90 134.878.50 51.34 24.65 30.74 88.56 39.37 46.97 126.949.00 48.49 23.28 29.03 83.64 37.18 44.36 119.889.50 45.94 22.06 27.50 79.23 35.22 42.02 113.57

10.00 43.64 20.95 26.12 75.27 33.46 39.92 107.89

1501.12 716.14 867.87 2545.14 1127.80 1326.20 3672.35436.42 209.52 261.25 752.73 334.63 399.21 1078.9567.73 46.87 55.31 94.82 62.58 72.24 117.4031.04 12.98 16.46 44.02 17.78 21.82 52.58

376.28 225.77 263.39 451.53 263.39 301.02 489.1639.70 14.29 19.91 58.73 19.91 26.44 69.62

216.07 67.45 86.63 252.66 76.56 95.74 254.3135.37 12.73 17.89 52.83 17.89 23.89 62.84

288.10 89.93 115.50 336.88 102.08 127.65 339.08

MPaBALOKProfil W



Lp (m)

f y =

410

MPa

Ben

tang

( m

)



Sumargo 91


f y = 410

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.001.71 1.68 1.60 2.66 2.64 2.57

0.50 1010.81 1309.47 1793.20 2702.46 3891.38 4962.370.75 673.87 872.98 1195.47 1801.64 2594.26 3308.251.00 505.40 654.74 896.60 1351.23 1945.69 2481.191.25 404.32 523.79 717.28 1080.98 1556.55 1984.951.50 336.94 436.49 597.73 900.82 1297.13 1654.121.75 288.80 374.13 512.34 772.13 1111.82 1417.82

2.00 252.70 327.37 448.30 675.62 972.85 1240.592.25 224.62 290.99 398.49 600.55 864.75 1102.752.50 202.16 261.89 358.64 540.49 778.28 992.472.75 183.78 238.09 326.04 491.36 707.52 902.253.00 168.47 218.25 298.87 450.41 648.56 827.063.25 155.51 201.46 275.88 415.76 598.67 763.44

3.50 144.40 187.07 256.17 386.07 555.91 708.913.75 134.77 174.60 239.09 360.33 518.85 661.654.00 126.35 163.68 224.15 337.81 486.42 620.304.25 118.92 154.06 210.97 317.94 457.81 583.814.50 112.31 145.50 199.24 300.27 432.38 551.374.75 106.40 137.84 188.76 284.47 409.62 522.35

5.00 101.08 130.95 179.32 270.25 389.14 496.245.50 91.89 119.04 163.02 245.68 353.76 451.126.00 84.23 109.12 149.43 225.21 324.28 413.536.50 77.75 100.73 137.94 207.88 299.34 381.727.00 72.20 93.53 128.09 193.03 277.96 354.467.50 67.39 87.30 119.55 180.16 259.43 330.82

8.00 63.18 81.84 112.08 168.90 243.21 310.158.50 59.46 77.03 105.48 158.97 228.90 291.909.00 56.16 72.75 99.62 150.14 216.19 275.699.50 53.20 68.92 94.38 142.23 204.81 261.18

10.00 50.54 65.47 89.66 135.12 194.57 248.12

1678.97 2175.06 2978.54 4488.84 6463.66 8242.59505.40 654.74 896.60 1351.23 1945.69 2481.1991.43 112.88 149.01 159.30 205.45 252.8627.09 33.86 40.36 54.18 63.59 71.12

338.65 376.28 413.90 451.53 489.16 526.7932.74 41.00 48.75 60.25 74.42 86.57

112.51 121.54 126.88 142.87 127.16 128.2729.37 36.95 43.68 54.65 68.49 79.73

150.02 162.06 169.17 190.50 169.54 171.03

MPaBALOKProfil W



Lp (m)

f y =

410

MPa

Ben

tang

( m

)



φ R5 tonφ R6 ton/m


Sumargo 92


Fy = 410

100x100 125x125 150 x 75 148 x 100 150 x 150 175 x 175 198 x 9917.20 23.80 14.00 21.10 31.50 40.20 18.200.96 1.21 0.65 0.92 1.46 1.70 0.863.83 4.35 1.90 2.98 4.91 5.46 2.24

0.00 3.30 5.78 3.83 5.91 9.26 13.87 6.760.50 3.30 5.78 3.83 5.91 9.26 13.87 6.761.00 3.28 5.78 3.53 5.84 9.26 13.87 6.581.50 3.12 5.63 3.11 5.46 9.23 13.87 5.942.00 2.97 5.39 2.59 5.07 8.88 13.59 5.302.50 2.81 5.15 1.90 4.68 8.53 13.12 4.203.00 2.65 4.90 1.51 4.28 8.17 12.64 3.163.50 2.49 4.66 1.25 3.53 7.82 12.16 2.524.00 2.28 4.41 1.07 3.01 7.47 11.69 2.094.50 2.00 4.07 0.93 2.62 7.12 11.21 1.785.00 1.78 3.61 0.83 2.33 6.67 10.74 1.555.50 1.61 3.24 0.75 2.09 5.95 10.22 1.386.00 1.47 2.94 0.68 1.90 5.38 9.18 1.246.50 1.35 2.70 0.62 1.75 4.91 8.33 1.127.00 1.25 2.49 0.58 1.61 4.51 7.63 1.037.50 1.17 2.31 0.54 1.50 4.18 7.04 0.958.00 1.09 2.16 0.50 1.40 3.89 6.54 0.888.50 1.02 2.03 0.47 1.31 3.64 6.11 0.839.00 0.97 1.91 0.44 1.24 3.43 5.73 0.779.50 0.91 1.80 0.42 1.17 3.23 5.39 0.73

10.00 0.87 1.71 0.40 1.11 3.06 5.10 0.6910.50 0.83 1.63 0.38 1.06 2.91 4.83 0.6511.00 0.79 1.55 0.36 1.01 2.77 4.60 0.6211.50 0.75 1.48 0.35 0.96 2.64 4.38 0.5912.00 0.72 1.42 0.33 0.92 2.53 4.19 0.5712.50 0.69 1.36 0.32 0.88 2.42 4.01 0.5413.00 0.66 1.31 0.30 0.85 2.32 3.85 0.5213.50 0.64 1.26 0.29 0.82 2.23 3.70 0.5014.00 0.62 1.21 0.28 0.79 2.15 3.56 0.4814.50 0.59 1.17 0.27 0.76 2.08 3.43 0.4715.00 0.57 1.13 0.26 0.73 2.00 3.31 0.4515.50 0.56 1.09 0.25 0.71 1.94 3.20 0.4316.00 0.54 1.06 0.25 0.69 1.88 3.09 0.4216.50 0.52 1.02 0.24 0.67 1.82 3.00 0.4117.00 0.51 0.99 0.23 0.65 1.76 2.91 0.3917.50 0.49 0.96 0.23 0.63 1.71 2.82 0.3818.00 0.48 0.94 0.22 0.61 1.66 2.74 0.3718.50 0.47 0.91 0.21 0.59 1.62 2.66 0.3619.00 0.45 0.89 0.21 0.58 1.57 2.59 0.3519.50 0.44 0.86 0.20 0.56 1.53 2.52 0.3420.00 0.43 0.84 0.20 0.55 1.49 2.46 0.33

76.5 136.0 88.8 138.0 219.0 330.0 160.087.6 153.5 101.8 156.9 246.1 368.7 179.7134 293 50 151 563 984 1142.47 3.11 1.66 2.37 3.75 4.38 2.21

21.90 30.31 17.85 26.84 40.14 51.21 23.18200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.13 7.22 2.34 5.93 11.72 17.99 2.8710.0 12.5 15.0 14.8 15.0 17.5 19.83350 11445 2784 8269 31669 75338 11173

34961 30575 20459 25689 27835 25855 143185.35E-06 8.66E-06 5.06E-05 1.86E-05 1.23E-05 1.61E-05 1.91E-04

70 70 70 70 70 70 70x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

iy cmA cm2

E MPaG MPa


Zx cm3

Iy cm4

MPaBALOKProfil W



Lp (m)F

y =

410

MPa

Span

( m

)

Lr (m)

Sumargo 93


Fy = 410

200x100 200x200 248x124 250x125 250x250 298x149 300x15021.30 49.90 25.70 29.60 72.40 32.00 36.700.86 1.95 1.08 1.08 2.45 1.28 1.282.37 6.14 2.77 2.87 7.23 3.20 3.29

0.00 7.88 19.77 12.02 13.77 35.72 17.51 20.400.50 7.88 19.77 12.02 13.77 35.72 17.51 20.401.00 7.69 19.77 12.02 13.77 35.72 17.51 20.401.50 6.98 19.77 11.24 12.92 35.72 17.34 19.802.00 6.27 19.71 10.32 11.89 35.72 16.13 18.462.50 5.29 19.11 9.39 10.87 35.72 14.92 17.123.00 4.03 18.51 7.77 9.44 35.09 13.71 15.783.50 3.24 17.91 6.04 7.40 34.14 11.29 13.514.00 2.71 17.31 4.90 6.05 33.19 8.97 10.824.50 2.33 16.71 4.10 5.10 32.24 7.37 8.955.00 2.04 16.10 3.52 4.41 31.29 6.22 7.595.50 1.82 15.50 3.08 3.88 30.34 5.36 6.586.00 1.64 14.90 2.74 3.46 29.39 4.69 5.796.50 1.50 13.43 2.46 3.13 28.44 4.17 5.177.00 1.38 12.25 2.24 2.85 27.49 3.75 4.677.50 1.27 11.26 2.05 2.62 25.76 3.40 4.258.00 1.19 10.42 1.90 2.43 23.67 3.11 3.918.50 1.11 9.70 1.76 2.26 21.90 2.87 3.619.00 1.04 9.08 1.65 2.12 20.37 2.66 3.369.50 0.98 8.53 1.54 1.99 19.05 2.48 3.14

10.00 0.93 8.05 1.45 1.88 17.89 2.32 2.9510.50 0.88 7.62 1.38 1.78 16.87 2.18 2.7811.00 0.84 7.23 1.30 1.69 15.96 2.06 2.6311.50 0.80 6.89 1.24 1.61 15.15 1.95 2.4912.00 0.77 6.57 1.18 1.53 14.42 1.85 2.3712.50 0.74 6.29 1.13 1.47 13.75 1.77 2.2613.00 0.71 6.02 1.08 1.41 13.15 1.69 2.1613.50 0.68 5.78 1.04 1.35 12.60 1.61 2.0714.00 0.65 5.56 1.00 1.30 12.09 1.55 1.9914.50 0.63 5.36 0.96 1.25 11.63 1.49 1.9115.00 0.61 5.17 0.93 1.21 11.20 1.43 1.8415.50 0.59 4.99 0.89 1.17 10.80 1.38 1.7816.00 0.57 4.83 0.87 1.13 10.43 1.33 1.7216.50 0.55 4.67 0.84 1.09 10.08 1.28 1.6617.00 0.53 4.53 0.81 1.06 9.76 1.24 1.6117.50 0.52 4.39 0.79 1.03 9.46 1.20 1.5618.00 0.50 4.27 0.76 1.00 9.18 1.17 1.5118.50 0.49 4.14 0.74 0.97 8.91 1.13 1.4619.00 0.48 4.03 0.72 0.94 8.66 1.10 1.4219.50 0.46 3.92 0.70 0.92 8.42 1.07 1.3820.00 0.45 3.82 0.68 0.89 8.20 1.04 1.35

184.0 472.0 285.0 324.0 867.0 424.0 481.0209.4 525.5 319.3 365.8 960.5 475.0 542.1134 1600 255 294 3650 442 5082.22 5.02 2.79 2.79 6.29 3.29 3.29

27.16 65.53 32.68 37.66 92.18 40.80 46.78200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 800004.52 26.45 5.27 7.88 51.81 6.74 10.0420.0 20.0 24.8 25.0 25.0 29.8 30.0

13400 160000 39209 45938 570313 98128 11430016932 24796 12939 14941 22406 10993 12663

1.03E-04 1.99E-05 2.81E-04 1.65E-04 2.73E-05 5.49E-04 3.23E-0470 70 70 70 70 70 70fr MPa

H cmIw cm6

x1 MPax2 mm4/N2

A cm2

E MPaG MPaJ cm4

Sx cm3

Zx cm3

Iy cm4

iy cm

Lr (m)F

y =

410

MPa

Span

( m

)

Properties and Reaction Values



Lp (m)

MPaBALOKProfil W

Kapasitas Momen Lentur (ton-m)

Sumargo 94


Fy = 410

300x300 346x174 350x175 350x350 396x199 400x200 400x40094.00 41.40 49.60 137.00 56.60 66.00 172.002.92 1.51 1.54 3.44 1.74 1.76 3.938.17 3.74 3.91 9.98 4.33 4.50 11.16

0.00 54.55 26.19 32.66 94.09 41.83 49.90 134.870.50 54.55 26.19 32.66 94.09 41.83 49.90 134.871.00 54.55 26.19 32.66 94.09 41.83 49.90 134.871.50 54.55 26.19 32.66 94.09 41.83 49.90 134.872.00 54.55 25.41 31.00 94.09 41.35 48.80 134.872.50 54.55 23.86 29.22 94.09 39.24 46.46 134.873.00 54.55 22.30 27.43 94.09 37.14 44.13 134.873.50 54.55 20.74 25.65 94.09 35.03 41.79 134.874.00 53.59 17.70 23.25 93.70 32.92 39.45 134.874.50 52.26 14.40 19.08 91.86 29.53 37.20 134.875.00 50.92 12.04 16.07 90.03 24.59 31.17 133.105.50 49.58 10.28 13.82 88.20 20.92 26.68 130.736.00 48.24 8.93 12.09 86.36 18.11 23.23 128.366.50 46.91 7.87 10.73 84.53 15.91 20.52 125.997.00 45.57 7.02 9.63 82.69 14.15 18.34 123.627.50 44.23 6.33 8.73 80.86 12.72 16.57 121.268.00 42.90 5.75 7.99 79.02 11.53 15.10 118.898.50 40.12 5.27 7.35 77.19 10.54 13.86 116.529.00 37.06 4.86 6.81 75.35 9.70 12.80 114.159.50 34.43 4.51 6.35 73.52 8.98 11.90 111.78

10.00 32.15 4.21 5.94 71.58 8.36 11.11 109.4210.50 30.15 3.94 5.59 67.01 7.82 10.42 107.0511.00 28.38 3.71 5.27 62.99 7.34 9.81 104.6811.50 26.82 3.50 4.99 59.42 6.92 9.27 100.0012.00 25.42 3.32 4.74 56.24 6.54 8.79 94.3512.50 24.16 3.15 4.51 53.39 6.21 8.36 89.3013.00 23.02 3.00 4.31 50.82 5.90 7.96 84.7613.50 21.99 2.86 4.12 48.48 5.63 7.61 80.6614.00 21.05 2.74 3.95 46.36 5.38 7.28 76.9414.50 20.18 2.62 3.79 44.42 5.15 6.99 73.5515.00 19.39 2.52 3.65 42.63 4.94 6.71 70.4615.50 18.66 2.42 3.51 40.99 4.75 6.46 67.6116.00 17.98 2.33 3.39 39.48 4.57 6.23 64.9916.50 17.36 2.25 3.27 38.07 4.40 6.01 62.5717.00 16.77 2.18 3.17 36.77 4.25 5.81 60.3317.50 16.23 2.10 3.06 35.55 4.11 5.62 58.2518.00 15.72 2.04 2.97 34.41 3.97 5.44 56.3118.50 15.24 1.97 2.88 33.35 3.85 5.28 54.5019.00 14.79 1.92 2.80 32.35 3.73 5.12 52.8019.50 14.37 1.86 2.72 31.41 3.62 4.98 51.2120.00 13.97 1.81 2.65 30.53 3.52 4.84 49.71

1360.0 641.0 775.0 2300.0 1010.0 1190.0 3330.01501.1 716.1 867.9 2545.1 1127.8 1326.2 3672.46750 792 984 13600 1450 1740 224007.51 3.88 3.95 8.84 4.48 4.54 10.10

119.80 52.68 63.14 173.90 72.16 84.10 218.70200000 200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 80000 8000077.50 10.95 19.53 180.20 22.19 36.12 276.2530.0 34.6 35.0 35.0 39.6 40.0 40.0

1518750 237038 301350 4165000 568458 696000 896000019916 10532 12737 21636 11136 13020 20749

4.33E-05 6.41E-04 3.01E-04 3.12E-05 5.08E-04 2.71E-04 3.63E-0570 70 70 70 70 70 70

x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

iy cmA cm2

E MPaG MPa


Zx cm3

Iy cm4

Lp (m)Lr (m)

Fy

= 41

0 M

Pa

Span

( m

)



MPaBALOKProfil W

Sumargo 95


Fy = 410

450x200 500x200 600x200 588x300 700x300 800x30076.00 89.60 106.00 151.00 185.00 210.001.71 1.68 1.60 2.66 2.64 2.574.41 4.40 4.20 6.82 6.80 6.66

0.00 63.18 81.84 112.08 168.90 243.21 310.150.50 63.18 81.84 112.08 168.90 243.21 310.151.00 63.18 81.84 112.08 168.90 243.21 310.151.50 63.18 81.84 112.08 168.90 243.21 310.152.00 61.38 79.25 107.28 168.90 243.21 310.152.50 58.29 75.16 101.27 168.90 243.21 310.153.00 55.19 71.08 95.26 165.38 237.65 301.513.50 52.10 66.99 89.24 160.15 230.03 291.384.00 49.01 62.90 83.23 154.92 222.41 281.264.50 44.76 57.42 71.63 149.69 214.78 271.135.00 37.47 48.14 59.82 144.46 207.16 261.015.50 32.05 41.22 51.04 139.23 199.53 250.896.00 27.89 35.92 44.31 134.00 191.91 240.766.50 24.62 31.74 39.03 128.77 184.29 230.647.00 21.99 28.39 34.80 119.91 170.81 208.537.50 19.85 25.66 31.35 106.98 152.38 185.778.00 18.08 23.39 28.50 96.34 137.22 167.078.50 16.59 21.48 26.11 87.46 124.57 151.489.00 15.32 19.85 24.07 79.98 113.91 138.349.50 14.23 18.45 22.33 73.60 104.82 127.15

10.00 13.28 17.24 20.82 68.11 97.00 117.5310.50 12.46 16.17 19.50 63.35 90.21 109.1911.00 11.73 15.23 18.33 59.18 84.27 101.9011.50 11.08 14.40 17.30 55.51 79.04 95.4912.00 10.50 13.65 16.38 52.26 74.41 89.8112.50 9.98 12.98 15.55 49.36 70.28 84.7513.00 9.51 12.37 14.81 46.76 66.58 80.2113.50 9.08 11.82 14.13 44.42 63.24 76.1414.00 8.69 11.32 13.52 42.30 60.22 72.4514.50 8.33 10.86 12.95 40.37 57.48 69.1015.00 8.00 10.43 12.44 38.62 54.97 66.0415.50 7.70 10.04 11.96 37.00 52.68 63.2516.00 7.42 9.68 11.52 35.52 50.57 60.6816.50 7.16 9.34 11.11 34.16 48.62 58.3217.00 6.92 9.03 10.73 32.90 46.83 56.1317.50 6.70 8.74 10.38 31.73 45.16 54.1018.00 6.48 8.46 10.05 30.64 43.61 52.2218.50 6.29 8.21 9.74 29.62 42.16 50.4719.00 6.10 7.97 9.45 28.67 40.81 48.8319.50 5.93 7.74 9.17 27.79 39.55 47.3020.00 5.76 7.53 8.92 26.95 38.36 45.86

1490.0 1910.0 2590.0 4020.0 5760.0 7290.01679.0 2175.1 2978.5 4488.8 6463.7 8242.61870 2140 2280 9020 10800 117004.40 4.33 4.12 6.85 6.78 6.62

96.80 114.20 134.40 192.50 235.50 267.40200000 200000 200000 200000 200000 20000080000 80000 80000 80000 80000 8000047.52 71.28 92.13 193.87 327.74 424.6945.0 50.0 60.0 58.8 70.0 80.0

946688 1337500 2052000 7796527 13230000 1872000012796 13279 12077 13509 13558 12995

3.11E-04 2.80E-04 4.45E-04 2.32E-04 2.36E-04 2.95E-0470 70 70 70 70 70

x2 mm4/N2fr MPa

J cm4

H cmIw cm6

x1 MPa

iy cmA cm2

E MPaG MPa


Zx cm3

Iy cm4

Berat (kg/m)Lp (m)Lr (m)

Fy

= 41

0 M

Pa

Span

( m

)

Profil WKapasitas Momen Lentur (ton-m)


H x B (mm)

MPaBALOK

Sumargo 96


Daftar Pustaka

1. ______, Load and Resistance Factor Design- Manual of Steel Construction, AISC, Second Edition, Volume I.

2. ______, Tata Cara Perencanaan Struktur Baja Untuk Bangunan Gedung, Standar Nasional Indonesia SNI 03-1729-2002, Badan Standardisasi Nasional.

3. G. Salmon. Charles., E. Johnson. John.(1992), Struktur Baja Desain Dan Perilaku, Jilid 1, Edisi Ketiga, Gramedia, Jakarta.

4. G. Salmon. Charles., E. Johnson. John.(1992), Struktur Baja Desain Dan Perilaku, Jilid 2, Edisi Ketiga, Gramedia, Jakarta

5. Sumargo (2003) , Desain Struktur Baja LRFD, Edisi Satu, Politeknik Negeri Bandung.

Sumargo 97


Sumargo 98

Documents

Perancangan balok SNI 03-1729-2002