perancangan balok sni 03-1729-2002
TRANSCRIPT
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
= 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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
= 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
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 11
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 12
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 13
PERANCANGAN BALOK LENTUR MURNI
Sumargo 14
Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 15
Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 16
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 210 MPa)
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 17
PERANCANGAN BALOK LENTUR MURNI
Sumargo 18
Momen Desain Balok (φ = 0.9, C b = 1, f y = 240 MPa)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
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
Panjang Tanpa Sokongan (m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 240 MPa)
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 19
PERANCANGAN BALOK LENTUR MURNI
Sumargo 20
Momen Desain Balok (φ = 0.9, C b = 1, f y = 240 MPa)
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 21
PERANCANGAN BALOK LENTUR MURNI
Sumargo 22
Momen Desain Balok (φ = 0.9, C b = 1, f y = 240 MPa)
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 23
PERANCANGAN BALOK LENTUR MURNI
Sumargo 24
Momen Desain Balok (φ = 0.9, C b = 1, f y = 240 MPa)
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 25
Momen Desain Balok (φ = 0.9, C b = 1, f y = 240 MPa)
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 26
Momen Desain Balok (φ = 0.9, C b = 1, f y = 240 MPa)
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 27
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 28
PERANCANGAN BALOK LENTUR MURNI
Sumargo 29
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 30
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 31
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 32
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 33
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 34
PERANCANGAN BALOK LENTUR MURNI
Sumargo 35
Momen Desain Balok (φ = 0.9, C b = 1, f y = 250 MPa)
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 36
PERANCANGAN BALOK LENTUR MURNI
Sumargo 37
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 38
PERANCANGAN BALOK LENTUR MURNI
Sumargo 39
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 40
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 41
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 42
PERANCANGAN BALOK LENTUR MURNI
Sumargo 43
Momen Desain Balok (φ = 0.9, C b = 1, f y = 290 MPa)
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 44
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
Sumargo 45
PERANCANGAN BALOK LENTUR MURNI
Sumargo 46
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 47
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 48
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 49
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 50
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 51
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 52
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Sumargo 53
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
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
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PERANCANGAN BALOK LENTUR MURNI
Momen Desain Balok (φ = 0.9, C b = 1, f y = 410 MPa)
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
Panjang Tanpa Sokongan (m)
φ M
n - M
omen
Des
ain
(ton
-m)
PROPERTI PENAMPANG
Sumargo 54
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
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
H x B (mm)Berat (kg/m)
MPaBALOKProfil W
Sumargo 58
PERANCANGAN BALOK LENTUR MURNI
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
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
Berat (kg/m)Lp (m)
f y =
210
MPa
Ben
tang
( m
)
Profil WBerat Maksimum (ton)
Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)
MPaBALOK
Sumargo 59
PERANCANGAN BALOK LENTUR MURNI
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
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
H x B (mm)Berat (kg/m)
Lp (m)
f y =
210
MPa
Ben
tang
( m
)
BALOKProfil W
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
MPa
Sumargo 60
PERANCANGAN BALOK LENTUR MURNI
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
H x B (mm)Berat (kg/m)
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
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 21
0 M
pa
Span
( m
)
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 62
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 21
0 M
pa
Span
( m
)
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 63
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 21
0 M
pa
Span
( m
)
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
iy cmA cm2
E MPaG MPa
x2 mm4/N2fr MPa
J cm4
H cmIw cm6
x1 MPa
Sumargo 64
PERANCANGAN BALOK LENTUR MURNI
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
φ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/m
fy =
240
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 65
PERANCANGAN BALOK LENTUR MURNI
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
φ R2 ton/mφ R3 tonφ R4 ton/mφ R5 ton
Zx cm3
φbWc ton-mφvVn tonφ R1 ton
Lp (m)
f y =
240
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai Reaksi
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
MPaBALOKProfil W
Sumargo 66
PERANCANGAN BALOK LENTUR MURNI
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
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
Berat (kg/m)Lp (m)
f y =
240
MPa
Ben
tang
( m
)
Profil WBerat Maksimum (ton)
Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)
MPaBALOK
Sumargo 67
PERANCANGAN BALOK LENTUR MURNI
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
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
H x B (mm)Berat (kg/m)
Lp (m)
f y =
240
MPa
Ben
tang
( m
)
BALOKProfil W
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
MPa
Sumargo 68
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)
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 69
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 24
0 M
Pa
Span
( m
)
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 70
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 24
0 M
Pa
Span
( m
)
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 71
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 24
0 M
Pa
Span
( m
)
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
iy cmA cm2
E MPaG MPa
x2 mm4/N2fr MPa
J cm4
H cmIw cm6
x1 MPa
Sumargo 72
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
fy =
250
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
Sumargo 73
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
f y =
250
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
Sumargo 74
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
f y =
250
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
Sumargo 75
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
f y =
250
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
φ R5 tonφ R6 ton/m
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Sumargo 76
PERANCANGAN BALOK LENTUR MURNI
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
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
MPaBALOKProfil W
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)F
y =
250
MPa
Span
( m
)
Lr (m)
Sumargo 77
PERANCANGAN BALOK LENTUR MURNI
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
H x B (mm)Berat (kg/m)
Lp (m)
MPaBALOKProfil W
Kapasitas Momen Lentur (ton-m)
Sumargo 78
PERANCANGAN BALOK LENTUR MURNI
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
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
Lp (m)Lr (m)
Fy
= 25
0 M
Pa
Span
( m
)
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
MPaBALOKProfil W
Sumargo 79
PERANCANGAN BALOK LENTUR MURNI
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
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
Berat (kg/m)Lp (m)Lr (m)
Fy
= 25
0 M
pa
Span
( m
)
Profil WKapasitas Momen Lentur (ton-m)
Untuk Balok Tanpa Sokongan Lateral
H x B (mm)
MpaBALOK
Sumargo 80
PERANCANGAN BALOK LENTUR MURNI
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
φ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/m
fy =
290
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 81
PERANCANGAN BALOK LENTUR MURNI
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
φ R2 ton/mφ R3 tonφ R4 ton/mφ R5 ton
Zx cm3
φbWc ton-mφvVn tonφ R1 ton
Lp (m)
f y =
290
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai Reaksi
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
MPaBALOKProfil W
Sumargo 82
PERANCANGAN BALOK LENTUR MURNI
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
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
Berat (kg/m)Lp (m)
f y =
290
MPa
Ben
tang
( m
)
Profil WBerat Maksimum (ton)
Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)
MPaBALOK
Sumargo 83
PERANCANGAN BALOK LENTUR MURNI
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
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
H x B (mm)Berat (kg/m)
Lp (m)
f y =
290
MPa
Ben
tang
( m
)
BALOKProfil W
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
MPa
Sumargo 84
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)
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 85
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 29
0 M
Pa
Span
( m
)
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 86
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 29
0 M
Pa
Span
( m
)
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 87
PERANCANGAN BALOK LENTUR MURNI
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
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)Lr (m)
Fy
= 29
0 M
Pa
Span
( m
)
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
iy cmA cm2
E MPaG MPa
x2 mm4/N2fr MPa
J cm4
H cmIw cm6
x1 MPa
Sumargo 88
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
f y =
410
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
Sumargo 89
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
f y =
410
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
Sumargo 90
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
f y =
410
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn tonφ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/mφ R5 tonφ R6 ton/m
Sumargo 91
PERANCANGAN BALOK LENTUR MURNI
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
Berat Maksimum (ton)Untuk Balok Dengan Sokongan Lateral Menerus
H x B (mm)Berat (kg/m)
Lp (m)
f y =
410
MPa
Ben
tang
( m
)
Properti Penampang dan Nilai ReaksiZx cm3
φbWc ton-mφvVn ton
φ R5 tonφ R6 ton/m
φ R1 tonφ R2 ton/mφ R3 tonφ R4 ton/m
Sumargo 92
PERANCANGAN BALOK LENTUR MURNI
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
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
MPaBALOKProfil W
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)F
y =
410
MPa
Span
( m
)
Lr (m)
Sumargo 93
PERANCANGAN BALOK LENTUR MURNI
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
Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
Lp (m)
MPaBALOKProfil W
Kapasitas Momen Lentur (ton-m)
Sumargo 94
PERANCANGAN BALOK LENTUR MURNI
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
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
Lp (m)Lr (m)
Fy
= 41
0 M
Pa
Span
( m
)
Kapasitas Momen Lentur (ton-m)Untuk Balok Tanpa Sokongan Lateral
H x B (mm)Berat (kg/m)
MPaBALOKProfil W
Sumargo 95
PERANCANGAN BALOK LENTUR MURNI
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
Properties and Reaction ValuesSx cm3
Zx cm3
Iy cm4
Berat (kg/m)Lp (m)Lr (m)
Fy
= 41
0 M
Pa
Span
( m
)
Profil WKapasitas Momen Lentur (ton-m)
Untuk Balok Tanpa Sokongan Lateral
H x B (mm)
MPaBALOK
Sumargo 96
PERANCANGAN BALOK LENTUR MURNI
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
PERANCANGAN BALOK LENTUR MURNI
Sumargo 98