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Kondisi 1.Terletak bebas ,2.Menerus atau terjepit elastis ly/lx 1 1.000
Coefisien Momen Plat (C1) 2 3
4
6
7
8
9
48
22 51
55
28 34 41 48 55 62 68 74 80 85 89 93 97
57 59 60 61 62 62 63 63 63 63 63 63
31 38 45 53 59 66 72 78 83 88 92 96 99 102
60 66 71 76 79 82 85 87 88 89 90 91 91 92
38 46 53 59 65 69 73 77 80 83 85 86 87 88
100 63 103 63 125 63
105 108 125
92 93 94
89 90 94
6
7
8
9
48
51 22
50 51 51
57 20 62 18 67 17
60 65 69 73
31 30 28 27
43 46 48 50
1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 2.100 2.200 2.300
44 52 59 66 73 78 84 88 93 97 100 103 106 108
36 42 46 50 53 56 58 59 60 61 62 62 62 63
2.400 2.500 2.600
110 112 125
63 63 63
92 92 94
Coefisien Momen Plat (C2) 2 3
4
1.100
ly/lx 1 1.000
61 67 71 76 79 82 84 86 88 89 90 91
5
5
54
1.200 1.300
44 45 45 44
36 37 38 38
1.400 1.500 1.600 1.700
44 43 41 40
38 37 36 36
51 51 51 50
70 73 75 77
15 14 13 12
75 77 78 79
25 24 22 21
51 51 51 51
1.800 1.900 2.000
39 38 37
35 35 35
50 49 49
78 11 79 10 79 10
79 80 80
20 19 18
50 50 50
2.100 2.200 2.300
36 35 34
35 34 34
49 48 48
2.400
32
34
47
79 10 79 9 79 9 79 9
80 79 79 79
17 17 16 16
49 49 48 48
2.500 2.600
32 25
34 13
47 19
79 9 25 13
79 25
15 12
48 19
1.100
ly/lx
Coefisien Momen Plat (C3) My doc/titip/jal/Design/Tabel Momen
1
2
3
4
5
6
7
8
9
1.000
0
36
48
51
0
60
0
43
1.100
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
37 38 38 38 37 36 36 35 35 35 34 34 34 34 34 38
50
57 62 67 70 73 75 77 78 79 79 79 79 79 79 79 75
0
65 69 73 75 77 78 79 79 80 80 80 79 79 79 79 75
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
46 48 50 51 51 51 51 50 50 50 49 49 48 48 48 56
1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 2.100 2.200 2.300 2.400 2.500 2.600 ly/lx 1 1.000 1.100
1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 2.100 2.200 2.300 2.400 2.500 2.600
2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3 2 52 54 56 57 57 57 57 57 57 57 57 57 57 57 57 57 57
51 51 51 51 51 50 50 49 49 49 48 48 47 47 56
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Coefisien Momen Plat (C4) 4 5 6 3 4 5 68 0 0
72 74 76 77 77 78 78 78 78 79 79 79 79 79 79 79
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7
8
9
6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8 60 65 69 72 74 76 77 78 78 78 78 78 78 78 78 79 79
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
KOEF C2 KOLOM BET 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.13 0.14 0.15 0.16
10
13 48 51 55 57 58 60 61 62 62 62 63 63 63 1I
Mlx=0.001*qlx2*C Mly=0.001*qlx2*C
0.17 0.18 0.19
2 II
Mlx=-Mtx=0.001*qlx2*C Mly=0.001*qlx2*C -Mty=0.001*qlx2*C
0.20 0.21 0.22 0.23
38 39 38 38
3 III
Mlx=-Mtx=0.001*qlx2*C Mly=0.001*qlx2*C -Mty=0.001*qlx2*C
0.24 0.25 0.26 0.27
37 36 36 35
4 IVA
Mlx=0.001*qlx2*C Mly=0.001*qlx2*C -Mty=0.001*qlx2*C
0.28 0.29 0.30 0.31
35 34 34
5 IVB
Mlx=-Mtx=0.001*qlx2*C Mly=0.001*qlx2*C
0.32 0.33 0.34
34 33 33 33
6 VA
Mlx=0.001*qlx2*C Mly=0.001*qlx2*C -Mty=0.001*qlx2*C
0.35 0.36 0.37
63 63 63
10
33 13
0.38 2
7 VB
Mlx=-Mtx=0.001*qlx *C Mly=0.001*qlx2*C
8 VIA
Mlx=-Mtx=0.001*qlx *C
2
0.39 0.40 0.41 0.42 My doc/titip/jal/Design/Tabel Momen
10
Mly=0.001*qlx2*C -Mty=0.001*qlx2*C
0.43 0.44 0.45
Mlx=-Mtx=0.001*qlx2*C Mly=0.001*qlx2*C -Mty=0.001*qlx2*C
0.46 0.47 0.48 0.49 0.50 0.51 0.52 0.53 0.54 0.55 0.56 0.57 0.58 0.59 0.60 0.61 0.62 0.63 0.64 0.65 0.66 0.67 0.68 0.69 0.70 0.71 0.72 0.73 0.74 0.75 0.76 0.77 0.78 0.79 0.80 0.81 0.82 0.83 0.84 0.85 0.86 0.87 0.88
38 39 38 38 37 36 36 35 35 34 34 34 33 33 33 33 38
10
9 55 57 57 57 58 57 57 57 57 57 57 57 57 57 57 57 57
9 VIB
My doc/titip/jal/Design/Tabel Momen
0.89 0.90 0.91 0.92 0.90 0.91 0.92 0.93 0.94 0.95 0.96 0.97 0.98 0.99 1.00
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
Struktur Tidak Bergoyang
bundar
persegi
Nilai µ
koef µ
lk
koef k
Nilai k
0 6.5616 6.8718 9.2978 11.48 12.635 13.868 15.697 17.535 18.181 19.372 20.705 22.158 24.049 24.404 26.349 27.968
0.00728 0.00728 0.00868 0.00868 0.00868 0.00902 0.00902 0.00902 0.00902 0.00852 0.00852 0.00852 0.00852 0.0105 0.0105 0.0105 0.0105
0.5 0.54774 0.55 0.57105 0.58998 0.6 0.61112 0.62761 0.64418 0.65 0.66015 0.67151 0.68388 0.7 0.70372 0.72414 0.74113
4.00 4.46 4.92 5.38 5.84 5.86 5.95 6.04 6.14 6.23 6.32 6.36 6.41 6.45 6.50 6.54 6.56
4.40 4.91 5.42 5.93 6.44 6.45 6.55 6.65 6.76 6.86 6.96 7.01 7.05 7.10 7.14 7.19 7.21
0 0.1 0.10567 0.15 0.2 0.22419 0.25 0.3 0.35 0.36757 0.4 0.45 0.5 0.58422 0.6 0.7 0.8
65.616 54.724 54.724 43.64 47.768 47.768 36.58 36.758 36.744 36.744 26.652 29.054 22.459 22.459 19.454 16.187 13.217
6.59 6.61 6.64
7.24 7.26 7.29
0.86396 0.9 1
13.217 28.813 0.01231 0.75 12.293 29.289 0.01231 0.75587 7.6412 30.519 0.01231 0.771
6.66 6.68 6.69 6.71
7.32 7.34 7.35 7.37
1.30817 1.5 1.94988 2
7.6412 6.0718 6.0718 3.193
6.72 6.74 6.75 6.76
7.38 7.41 7.42 7.43
2.5 3 3.46449 3.5
2.2574 38.972 0.01327 0.87523 1.5884 40.1 0.01327 0.89021 1.5884 40.838 0.01746 0.9 1.318 40.895 0.01746 0.90098
6.77 6.78 6.79 6.80
7.45 7.46 7.47 7.48
6.81 6.81 6.82
7.49 7.50 7.51
7.20036 0.32072 43.702 0.01798 0.95 7.5 0.48336 43.798 0.01798 0.95173 8.75 0.39384 44.402 0.01798 0.96259
6.83 6.84 6.84
7.52 7.53 7.53
10 0.02686 44.894 0.01798 0.97144 50 0.91937 45.968 0.01798 0.99075 50.5598 0.91937 46.483 0.02151 1
6.85
7.54
6.85 6.86 6.87
7.54 7.55 7.56
Contoh Rumus Tidak goyang uA
6.5 43.4769
6.87
7.56
uB
0.5 22.1576
4 1.0482 4.5 0.9582 5 0.672 6.25 0.32072
32.873 34.339 37.071 37.375
41.554 42.078 42.557 43.397
0.01191 0.8 0.01191 0.81746 0.01327 0.85 0.01327 0.85404
0.01746 0.01746 0.01746 0.01746
0.91249 0.92164 0.93001 0.94468
My doc/titip/jal/Design/Tabel Momen
6.88 6.88 6.89
7.57 7.57 7.58
k Bergoyang uA
32.817 0.79931 #NAME?
6.90 6.90 6.91 6.91 6.92 6.92 6.92 6.93 6.93 6.93 6.93 6.93 6.94 6.94 6.94 6.94 6.94 6.95 6.95 6.95 6.95 6.95 6.96 6.96 6.96 6.96 6.96 6.97 6.97 6.97 6.97 6.97 6.98 6.98 6.98 6.98 6.98 6.98 6.98 6.99 6.99 6.99 6.99
7.58 7.59 7.59 7.60 7.60 7.60 7.61 7.61 7.61 7.62 7.62 7.62 7.62 7.63 7.63 7.63 7.63 7.64 7.64 7.64 7.64 7.64 7.65 7.65 7.65 7.65 7.65 7.66 7.66 7.66 7.66 7.66 7.67 7.67 7.67 7.67 7.67 7.68 7.68 7.68 7.68 7.68 7.69
uB k
5 26.3921 23.193 2.01071 #NAME?
3 19.9944
My doc/titip/jal/Design/Tabel Momen
6.99 6.99 6.99 6.99 6.99 6.99 6.99 6.99 6.99 7.00 7.00 7.00 7.00 7.00 7.00
7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.70 7.70 7.70 7.70 7.70 7.70
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
My doc/titip/jal/Design/Tabel Momen
Struktur Bergoyang Nilai µ
koef
lk
lk
koef
Nilai k
0 0.2 0.4 0.6 0.8 1 1.5 2 2.5 3 3.5 4 4.5 5 6 7 8
8.643 8.643 9.0595 8.56 8.61 7.1218 5.638 5.415 4.4078 3.9502 3.1902 2.7116 2.9434 2.1967 1.7322 1.487 1.08
0 1.7286 3.4572 5.2691 6.9811 8.7031 12.264 15.083 17.7905 19.9944 21.9695 23.5646 24.9204 26.3921 28.5888 30.321 31.808
0 2.7029 5.3151 7.8737 10.5577 12.8799 15.5825 17.5344 19.5247 21.2554 23.0748 25.2867 27.4115 29.6216 31.6659 33.6826 36.8596
0.13874 0.143557 0.146565 0.139717 0.035886 0.030835 0.042693 0.04187 0.04815 0.045803 0.09042 0.094127 0.090494 0.097833 0.099172 0.157381 0.260349
0 0.375 0.75 1.125 1.5 1.583333 1.666667 1.75 1.833333 1.916667 2 2.2 2.4 2.6 2.8 3 3.5
9 10 15
1.0969 0.57062 0.414
32.888 33.9849 36.838
38.7801 0.367674 40.14 0.582751 40.998 0.695459
4 4.5 5
20 30 40 50
0.24562 0.10871 0.0628 0.03632
38.908 41.3642 42.4513 43.0793
42.4359 43.234 43.9393 44.518
1.252976 1.417836 1.728011 3.119152
6 7 8 9
44.8953
44.8386 4.402183 45.4065 6.959911 45.7657 8.029549 46.3884
10 12.5 15 20
100
My doc/titip/jal/Design/Tabel Momen
Lampiran
KOEFISIEN PLAT
lx
1 I
ly
II lx
ly
III lx
ly
lx
IVA
lx
IVB
lx
VA
ly
lx
VB
VIA
lx
ly
lx
VIB
ly
Mlx Mly Mlx Mly Mtx Mty Mlx Mly Mtx Mty Mlx lyMly Mty Mlx lyMly Mtx Mlx Mly Mty Mlx ly Mly Mtx Mlx Mly Mtx Mty Mlx Mly Mtx Mty
44 44 21 21 52 52 28 28 68 68 22 32 70 32 22 70 31 37 84 37 31 84 21 26 55 60 26 21 60 55
1.1 52 45 25 21 59 54 33 28 77 72 28 35 79 34 20 74 38 39 92 41 30 92 26 27 65 65 29 20 66 57
1.2 59 45 28 20 64 56 38 28 85 74 34 37 87 36 18 77 45 41 99 45 28 98 31 28 74 69 32 19 71 57
1.3 66 44 31 19 69 57 42 27 92 76 42 39 94 38 17 79 53 41 104 48 27 103 36 28 82 72 35 18 74 57
1.4 73 44 34 18 73 57 45 26 98 77 49 40 100 39 15 81 60 42 109 51 25 108 40 27 89 74 36 17 77 58
1.5 78 43 36 17 76 57 48 25 103 77 55 41 105 40 14 82 66 42 112 53 24 111 43 26 94 76 38 15 79 57
1.6 1.7 1.8 84 88 93 41 40 39 37 38 40 16 14 13 79 81 82 57 57 57 51 53 55 23 23 22 107 111 113 78 78 78 62 68 74 41 41 41 109 112 115 41 41 42 13 12 11 83 84 84 72 78 83 41 41 40 115 117 119 55 56 58 22 21 20 114 117 119 46 49 51 25 23 22 99 103 106 77 78 78 39 40 40 14 13 12 80 82 83 57 57 57 = Terletak bebas
Cdesign
1.9 97 38 40 12 83 57 57 21 116 78 80 40 117 42 10 84 88 39 121 59 19 120 53 21 110 78 41 12 83 57
2 100 37 41 12 83 57 58 19 118 79 85 39 119 42 10 84 92 38 122 60 18 121 55 21 114 78 41 11 83 57
2.1 103 36 41 11 83 57 59 18 119 79 89 38 120 42 10 84 96 37 122 60 17 122 56 20 116 78 42 11 83 57
2.2 106 35 41 11 83 57 59 17 120 79 93 37 121 42 9 83 99 36 123 60 17 122 57 20 117 78 42 10 83 57
2.3 108 34 42 11 83 57 60 17 121 79 97 36 122 42 9 83 102 35 123 61 16 123 58 19 118 78 42 10 83 57
2.4 110 33 42 10 83 57 61 16 122 79 100 35 123 42 9 83 105 34 124 61 16 123 59 19 119 78 42 10 83 57
2.5 112 32 42 10 83 57 61 16 122 79 103 35 123 42 9 83 108 33 124 62 15 124 60 18 120 79 42 10 83 57
>2.5 125 25 42 8 3 57 63 13 125 79 125 25 125 42 8 83 125 25 125 63 13 125 63 13 125 79 42 8 83 57
MUTU BAJA (menurut PBI 1971) Tegangan leleh baja (kg/cm2) U - 22 baja lunak U - 24 baja lunak U - 32 baja sedang U - 39 baja keras U - 48 baja keras
2200 2400 3200 3900 4800
kg/cm2 kg/cm2 kg/cm2 kg/cm2 kg/cm2
Tegangan tarik/tekan yang diijinkan (kg/cm2) beban tetap beban sementara U - 22 1250 1800 U - 24 1400 2000 U - 32 1850 2650 U - 39 2250 3200 U - 48 2750 4000 Umum 0.58 x teg.leleh 0.83 x teg.leleh teg.leleh 2200 3900 Umum 1276 3237 Kekuatan tarik/tekan baja rencana (kg/cm2) U - 22 1910 U - 24 2080 U - 32 2780 U - 39 3390 U - 48 4170 Umum 0.87 x teg.leleh teg.leleh 4800 Umum 4176 MUTU BETON (menurut PBI 1971) K125
struktur
125 kg/cm2
K175 K225
struktur struktur
175 kg/cm2 225 kg/cm2
Tegangan beton yang diijinkan (PBI 1971) Mutu Kuat tekan Karakteristik Lenturan tanpa dan/ atau dgn gaya normal : Tekan Tarik Gaya aksial Tekan Tarik Geser oleh lentur atau puntir : Tanpa tul geser Dgn tul geser Geser oleh lentur dengan puntir : Tanpa tul geser Dgn tul geser Geser pons pada penampang kritis Tanpa tul geser Dgn tul geser
Tegangan yang diijinkan (kg/cm2) B1 100
beban tetap K125 K175 125 175
K225 225
Umum
B1 100
beban sementara K125 K175 K225 125 175 225
35 5
40 5.5
60 6.5
75 7
55 7
70 7.5
100 9
125 10
35 4
40 4
60 5
75 5.5
55 5
70 5.5
100 6.5
125 7.5
4.5 11
5 12
5.5 14
6.5 16
7 17
7.5 19
9 22
10 25
5.5 14
6 15
7 18
8 20
8.5 21
9.5 24
11 28
13 32
6.5 13
7.5 15
8.5 17
10 20
10 20
11 22
13 26
15 30
Umum
Eo/ht 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.13 0.14 0.15 0.16 0.17 0.18 0.19 0.20 0.21 0.22 0.23 0.24 0.25 0.26 0.27 0.28 0.29 0.30 0.31 0.32 0.33 0.34 0.35 0.36 0.37 0.38 0.39 0.40 0.41 0.42 0.43 0.44
C₂ Baja Lunak Baja & Sedang Keras 4 4.40 4.46 4.91 4.92 5.42 5.38 5.93 5.84 6.44 5.86 6.45 5.952 6.55 6.044 6.65 6.136 6.76 6.228 6.86 6.32 6.96 6.364 7.01 6.408 7.05 6.452 7.10 6.496 7.14 6.54 7.19 6.564 7.21 6.588 7.24 6.612 7.26 6.636 7.29 6.66 7.32 6.676 7.34 6.692 7.35 6.708 7.37 6.724 7.38 6.74 7.41 6.75 7.42 6.76 7.43 6.77 7.45 6.78 7.46 6.79 7.47 6.798 7.48 6.806 7.49 6.814 7.50 6.822 7.51 6.83 7.52 6.836 7.53 6.842 7.53 6.848 7.54 6.854 7.54 6.86 7.55 6.866 7.56 6.872 7.56 6.878 7.57 6.884 7.57
Penampang = PERSEGI C₁ = 1
0.45 0.46 0.47 0.48 0.49 0.50 0.51 0.52 0.53 0.54 0.55 0.56 0.57 0.58 0.59 0.60 0.61 0.62 0.63 0.64 0.65 0.66 0.67 0.68 0.69 0.70 0.71 0.72 0.73 0.74 0.75 0.76 0.77 0.78 0.79 0.80 0.81 0.82 0.83 0.84 0.85 0.86 0.87 0.88 0.89 0.90 0.91
6.89 6.896 6.902 6.908 6.914 6.92 6.922 6.924 6.926 6.928 6.93 6.932 6.934 6.936 6.938 6.94 6.942 6.944 6.946 6.948 6.95 6.952 6.954 6.956 6.958 6.96 6.962 6.964 6.966 6.968 6.97 6.972 6.974 6.976 6.978 6.98 6.981 6.982 6.983 6.984 6.985 6.986 6.987 6.988 6.989 6.99 6.991
7.58 7.58 7.59 7.59 7.60 7.60 7.60 7.61 7.61 7.61 7.62 7.62 7.62 7.62 7.63 7.63 7.63 7.63 7.64 7.64 7.64 7.64 7.64 7.65 7.65 7.65 7.65 7.65 7.66 7.66 7.66 7.66 7.66 7.67 7.67 7.67 7.67 7.67 7.68 7.68 7.68 7.68 7.68 7.69 7.69 7.69 7.69
0.92 0.90 0.91 0.92 0.93 0.94 0.95 0.96 0.97 0.98 0.99 1.00
6.992 6.99 6.991 6.992 6.993 6.994 6.995 6.996 6.997 6.998 6.999 7
7.69 7.69 7.69 7.69 7.69 7.69 7.70 7.70 7.70 7.70 7.70 7.70
Cdesign Consultant
Tabel Beton
TABEL MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu Mutu beton (Mpa) Mutu baja (Mpa) Diameter Jarak sengkang sengkang mm mm 8 75 8 100 8 125 8 150 8 175 8 200 8 225 8 250 8 275 8 300 10 75 10 100 10 125 10 150 10 175 10 200 10 225 10 250 10 275 10 300 12 75 12 100 12 125 12 150 12 175 12 200 12 225 12 250 12 275 12 300 Catatan :
20 240
K175/K225 U24/U32
130
250
1.9312 1.5602 1.3376 1.1892 1.0832 1.0037 0.9419 0.8924 0.8519 0.8182 2.7660 2.1863 1.8385 1.6066 1.4410 1.3168 1.2201 1.1428 1.0796 1.0269 3.7862 2.9515 2.4506 2.1167 1.8782 1.6993 1.5602 1.4489 1.3579 1.2820
1.2189 1.0260 0.9102 0.8331 0.7779 0.7366 0.7044 0.6787 0.6577 0.6401 1.6530 1.3515 1.1707 1.0501 0.9640 0.8994 0.8491 0.8089 0.7761 0.7487 2.1835 1.7494 1.4890 1.3154 1.1913 1.0983 1.0260 0.9681 0.9207 0.8813
Nilai vu (TON) untuk lebar balok b (mm) 300 350 400 450 1.0903 0.9295 0.8331 0.7687 0.7228 0.6884 0.6616 0.6401 0.6226 0.6080 1.4520 1.2008 1.0501 0.9496 0.8778 0.8240 0.7821 0.7487 0.7212 0.6984 1.8941 1.5324 1.3154 1.1707 1.0673 0.9898 0.9295 0.8813 0.8418 0.8089
0.9984 0.8606 0.7779 0.7228 0.6834 0.6539 0.6309 0.6126 0.5975 0.5850 1.3085 1.0932 0.9640 0.8778 0.8163 0.7702 0.7343 0.7056 0.6821 0.6625 1.6874 1.3774 1.1913 1.0673 0.9787 0.9123 0.8606 0.8193 0.7855 0.7573
0.9295 0.8089 0.7366 0.6884 0.6539 0.6281 0.6080 0.5919 0.5788 0.5678 1.2008 1.0124 0.8994 0.8240 0.7702 0.7298 0.6984 0.6733 0.6527 0.6356 1.5324 1.2611 1.0983 0.9898 0.9123 0.8542 0.8089 0.7728 0.7432 0.7185
0.8759 0.7687 0.7044 0.6616 0.6309 0.6080 0.5901 0.5758 0.5641 0.5544 1.1171 0.9496 0.8491 0.7821 0.7343 0.6984 0.6705 0.6482 0.6299 0.6147 1.4118 1.1707 1.0260 0.9295 0.8606 0.8089 0.7687 0.7366 0.7103 0.6884
500
550
0.8331 0.7366 0.6787 0.6401 0.6126 0.5919 0.5758 0.5630 0.5524 0.5437 1.0501 0.8994 0.8089 0.7487 0.7056 0.6733 0.6482 0.6281 0.6116 0.5979 1.3154 1.0983 0.9681 0.8813 0.8193 0.7728 0.7366 0.7077 0.6840 0.6643
0.7980 0.7103 0.6577 0.6226 0.5975 0.5788 0.5641 0.5524 0.5429 0.5349 0.9953 0.8583 0.7761 0.7212 0.6821 0.6527 0.6299 0.6116 0.5967 0.5842 1.2364 1.0391 0.9207 0.8418 0.7855 0.7432 0.7103 0.6840 0.6625 0.6445
2.2361
vu maksimum (Mpa) = 2.2361 Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar
Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc) Cara pemakaian : b = 200 ; h = 400 ; V = 1500 kg = 15000 N Vu = 15000/(200x400) Vu = 0.1875
Version 5/1/2013, 8:16 AM
Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
Cdesign Consultant
Tabel Beton
TABEL MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu Mutu beton (Mpa) Mutu baja (Mpa)
20 240
Diameter Jarak sengkang sengkang 130 mm mm 8 75 2 8 100 156 8 125 134 8 150 119 8 175 108 8 200 100 8 225 94 8 250 89 8 275 85 8 300 82 10 75 277 10 100 219 10 125 184 10 150 161 10 175 144 10 200 132 10 225 122 10 250 114 10 275 108 10 300 103 12 75 379 12 100 295 12 125 245 12 150 212 12 175 188 12 200 170 12 225 156 12 250 145 12 275 136 12 300 128 Catatan :
K175/K225 U24/U32
150 173 141 122 109 100 93 88 83 80 77 246 195 165 145 131 120 112 105 100 95 334 262 218 189 169 153 141 132 124 117
Nilai vu (KG) untuk lebar balok b (mm) 200 250 300 350 400 450 141 117 103 93 86 81 77 74 71 69 195 158 135 120 109 101 95 90 86 82 262 207 175 153 138 126 117 110 104 99
122 103 91 83 78 74 70 68 66 64 165 135 117 105 96 90 85 81 78 75 218 175 149 132 119 110 103 97 92 88
109 93 83 77 72 69 66 64 62 61 145 120 105 95 88 82 78 75 72 70 189 153 132 117 107 99 93 88 84 81
100 86 78 72 68 65 63 61 60 59 131 109 96 88 82 77 73 71 68 66 169 138 119 107 98 91 86 82 79 76
93 81 74 69 65 63 61 59 58 57 120 101 90 82 77 73 70 67 65 64 153 126 110 99 91 85 81 77 74 72
88 77 70 66 63 61 59 58 56 55 112 95 85 78 73 70 67 65 63 61 141 117 103 93 86 81 77 74 71 69
500 83 74 68 64 61 59 58 56 55 54 105 90 81 75 71 67 65 63 61 60 132 110 97 88 82 77 74 71 68 66
550 80 71 66 62 60 58 56 55 54 53 100 86 78 72 68 65 63 61 60 58 124 104 92 84 79 74 71 68 66 64
223.6068
vu maksimum (KG) = 224 Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar
Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc) Cara pemakaian : b = 200 ; h = 400 ; V = 1500 kg = 15000 N Vu = 15000/(200x400) Vu = 0.1875
Version 5/1/2013, 8:16 AM
0.1875
Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
FY
D 2400 2400 2400 2400 2400 2400
kaki 50 50 50 50 50 50
d 2 2 2 2 2 2
H25 ; d8-75 ; 1.34mm2 ; 8042kg(2) H25 ; d8-100 ; 1.005mm2 ; 6031kg(2) H25 ; d8-125 ; 0.804mm2 ; 4825kg(2) H25 ; d8-150 ; 0.67mm2 ; 4021kg(2) H25 ; d8-175 ; 0.574mm2 ; 3446kg(2) H25 ; d8-200 ; 0.502mm2 ; 3015kg(2) H30 ; d8-75 ; 1.34mm2 ; 9650kg(2) H30 ; d8-100 ; 1.005mm2 ; 7238kg(2) H30 ; d8-125 ; 0.804mm2 ; 5790kg(2) H30 ; d8-150 ; 0.67mm2 ; 4825kg(2) H30 ; d8-175 ; 0.574mm2 ; 4136kg(2) H30 ; d8-200 ; 0.502mm2 ; 3619kg(2) H35 ; d8-75 ; 1.34mm2 ; 11259kg(2) H35 ; d8-100 ; 1.005mm2 ; 8444kg(2) H35 ; d8-125 ; 0.804mm2 ; 6755kg(2) H35 ; d8-150 ; 0.67mm2 ; 5629kg(2) H35 ; d8-175 ; 0.574mm2 ; 4825kg(2) H35 ; d8-200 ; 0.502mm2 ; 4222kg(2) H40 ; d8-75 ; 1.34mm2 ; 12867kg(2) H40 ; d8-100 ; 1.005mm2 ; 9650kg(2) H40 ; d8-125 ; 0.804mm2 ; 7720kg(2) H40 ; d8-150 ; 0.67mm2 ; 6433kg(2) H40 ; d8-175 ; 0.574mm2 ; 5514kg(2) H40 ; d8-200 ; 0.502mm2 ; 4825kg(2) H45 ; d8-75 ; 1.34mm2 ; 14476kg(2) H45 ; d8-100 ; 1.005mm2 ; 10857kg(2) H45 ; d8-125 ; 0.804mm2 ; 8685kg(2) H45 ; d8-150 ; 0.67mm2 ; 7238kg(2) H45 ; d8-175 ; 0.574mm2 ; 6204kg(2) H45 ; d8-200 ; 0.502mm2 ; 5428kg(2) H50 ; d8-75 ; 1.34mm2 ; 16084kg(2) H50 ; d8-100 ; 1.005mm2 ; 12063kg(2) H50 ; d8-125 ; 0.804mm2 ; 9650kg(2) H50 ; d8-150 ; 0.67mm2 ; 8042kg(2)
s 8 8 8 8 8 8
7.5 10 12.5 15 17.5 20
vs 16084.95 12063.72 9650.973 8042.477 6893.552 6031.858
Av 1.340413 1.00531 0.804248 0.670206 0.574463 0.502655
H50 ; d8-75 ; 1.34mm2 ; 16084kg( H50 ; d8-100 ; 1.005mm2 ; 12063k H50 ; d8-125 ; 0.804mm2 ; 9650kg H50 ; d8-150 ; 0.67mm2 ; 8042kg( H50 ; d8-175 ; 0.574mm2 ; 6893kg H50 ; d8-200 ; 0.502mm2 ; 6031kg
H50 ; d8-175 ; 0.574mm2 ; 6893kg(2) H50 ; d8-200 ; 0.502mm2 ; 6031kg(2)
H50 ; d8-75 ; 1.34mm2 ; 16084kg(2) H50 ; d8-100 ; 1.005mm2 ; 12063kg(2) H50 ; d8-125 ; 0.804mm2 ; 9650kg(2) H50 ; d8-150 ; 0.67mm2 ; 8042kg(2) H50 ; d8-175 ; 0.574mm2 ; 6893kg(2) H50 ; d8-200 ; 0.502mm2 ; 6031kg(2)
PERHITUNGAN GESER BALOK Mutu Bahan : Beton : Baja :
15 Mpa 240 Mpa
Tul utama : Sengkang : No
12 mm 8 mm
Dimensi Balok B ( cm ) H ( cm )
D cm
Jumlah kaki
jarak mm
Vc kg
Vs kg
fVn kg
1 2 3 4
13 13 13 20
25 25 25 25
20.6 20.6 20.6 20.6
2 2 2 2
75 100 150 200
1729 1729 1729 2659
6624 4968 3312 2484
5011 4018 3024 3086
5 6 7 8
20 20 20 20
40 40 40 40
35.6 35.6 35.6 35.6
2 2 2 2
75 100 150 200
4596 4596 4596 4596
11447 8585 5723 4293
9626 7909 6192 5333
9 10 11 12
20 20 20 20
45 45 45 45
40.6 40.6 40.6 40.6
2 2 2 2
75 100 150 200
5241 5241 5241 5241
13054 9791 6527 4895
10977 9019 7061 6082
13 14 15 16
20 20 20 20
50 50 50 50
45.6 45.6 45.6 45.6
2 2 2 2
75 100 150 200
5887 5887 5887 5887
14662 10997 7331 5498
12329 10130 7931 6831
17 18 19 20
20 20 20 20
55 55 55 55
50.6 50.6 50.6 50.6
2 2 2 2
75 100 150 200
6532 6532 6532 6532
16270 12202 8135 6101
13681 11241 8800 7580
21 22 23 24
20 20 20 20
60 60 60 60
55.6 55.6 55.6 55.6
2 2 2 2
75 100 150 200
7178 7178 7178 7178
17877 13408 8939 6704
15033 12352 9670 8329
LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 2) Jarak 75 100 125 150 175 200
6 0.754 0.565 0.452 0.377 0.323 0.283
8 1.340 1.005 0.804 0.670 0.574 0.503
10 2.094 1.571 1.257 1.047 0.898 0.785
12 3.016 2.262 1.810 1.508 1.293 1.131
13 3.540 2.655 2.124 1.770 1.517 1.327
16 5.362 4.021 3.217 2.681 2.298 2.011
19 22 7.561 10.137 5.671 7.603 4.536 6.082 3.780 5.068 3.240 4.344 2.835 3.801
LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 3) Jarak 75 100 125 150 175 200 0.754
6 1.131 0.848 0.679 0.565 0.485 0.424
8 2.011 1.508 1.206 1.005 0.862 0.754
10 3.142 2.356 1.885 1.571 1.346 1.178
12 4.524 3.393 2.714 2.262 1.939 1.696
13 5.309 3.982 3.186 2.655 2.275 1.991
16 19 22 8.042 11.341 15.205 6.032 8.506 11.404 4.825 6.805 9.123 4.021 5.671 7.603 3.447 4.860 6.517 3.016 4.253 5.702
2D12=226 3D12=339 4D12=452 5D12=565 6D12=678 7D12=791 8D12=904 9D12=1017 10D12=1130 Tension 0.8 (T) 0.65 Shear 0.6 (S) 0.70
d8-75 =1.340/2.011 d8-100=1.000/1.508 d8-125=0.804/1.206 d8-150=0.670/1.004 d8-175=0.574/0.862 d8-200=0.503/0.754 d10-75 =2.904/3.142 d10-100=1.571/2.356 d10-125=1.257/1.885 d10-150=1.047/1.571 d10-175=0.898/1.346 d10-200=0.785/1.178
2d8=100 4d8=201 6d8=301 8d8=402 10d8=502 2d10=157 4d10=314 6d10=471 8d10=628 10d10=785
Fy : Fc' : Tul utama : b mm
350 Mpa 15 Mpa 13 mm
cover
:
h mm 200 200 200 200 200 200 200 200 200 200 200 200
600 250 250 250 250 250 250 250 250 250 250 250
4 3 4 5 6 7 8 3 3 3 3 3
3 3 4 5 6 7 8 3 3 3 3 3
25 mm
Mn kgm 8653 2017 2657 3362 4034 4705 5377 2017 2017 2017 2017 2017
d8-200 d8-75 d10-150 d8-200 d8-75 d8-75 d8-75 d8-75 d8-75 d8-75 d8-75 d8-75
fcs Mpa fys Mpa
2 2 2 2 2 2 2 2 2 2 2 2
f Vn kg 6913.186 5242.689 4311.083 2638.248 5242.689 5242.689 5242.689 5242.689 5242.689 5242.689 5242.689 5242.689
15 240
m
v 7362
4753
B5 1111
B6 1111
130 250 1.75 2P
130 250 2 0P
130 500 6 #REF! #REF! #REF!
B7 1111 130 400 2 0P
130 350 4 #REF! #REF! #REF!
130 250 2 0.00 #REF! #REF!
trapesium3 trapesium3 segitiga3 2.00 2.00 1.00 1.75 2 2 #REF! #REF! #REF! trapesium4 trapesium4 segitiga4 0.75 2.00 1.00 1.75 2 2 #REF! #REF! #REF! 93.6 93.6 149.76 3 3 3 900 900 900 #REF! #REF! #REF! #REF! 0.00 0.00
trapesium1 trapesium1 trapesium1 0 0.875 0 6 4 2
#REF! #REF! #REF! trapesium2 trapesium2 trapesium2 0.75 1.375 1.5 6 4 2 #REF! #REF! #REF! 187.2 131.04 93.6 3 3 3 900 900 900 #REF! #REF! #REF!
#REF! #REF! 6
0.00 #REF! 4
0.00 #REF! 2
B8 1111
B9 1111
130 250 2 0P
130 250 2 0P
130 400 5 #REF! #REF! #REF!
B10 1111 130 250 2 0P
130 400 5 #REF! #REF! #REF!
130 400 5 #REF! #REF! #REF!
trapesium3 trapesium3 trapesium3 1.25 1.25 1.25 2 2 2 #REF! #REF! #REF! segitiga4 segitiga4 segitiga4 1 1 1 2 2 2 #REF! #REF! #REF! 93.6 93.6 93.6 3 3 3 900 900 900 #REF! #REF! #REF! 0.00 0.00 0.00
trapesium1 trapesium1 trapesium1 1.5 1.5 1.5 5 5 5
#REF! #REF! #REF! trapesium2 trapesium2 trapesium2 0.75 0.75 0.75 5 5 5 #REF! #REF! #REF! 149.76 149.76 149.76 3 3 3 900 900 900 #REF! #REF! #REF!
0.00 #REF! 5
0.00 #REF! 5
0.00 #REF! 5
Cdesign Consultant
Tabel Beton
TABEL LUAS DAN JARAK TULANGAN PELAT UNTUK LEBAR 100 CM
Jarak Jumlah AS ke Batang AS (mm) per meter 75 13.3 100 10.0 125 8.0 150 6.7 175 5.7 200 5.0
6
8
377 283 226 188 161 141
670 502 402 335 287 251
Diameter Tulangan (mm) 10 12 13 16 Luas tulangan (mm2) 1047 1507 1769 2679 785 1130 1327 2010 628 904 1061 1608 523 754 884 1340 449 646 758 1148 393 565 663 1005
19
22
3778 2834 2267 1889 1619 1417
5066 3799 3040 2533 2171 1900
Aplat = 1000/s.0,25.3,14.d^2
koefisen penulangan begel / m' tump lap Dia utama 13 13 Dia begel 8 8 Jarak 150 200 Dimensi x 150 150 Dimensi y 200 200 penutup beton 20 20 1.84 1.38 1.61161 kg koefisen penulangan plat ( 1 layer) / m2 sb X sb Y Dia 8 8 Jarak 125 125 3.43 3.43 6.864 kg
6 8 10 12 13 16 19 22 25 29 32
0.22 0.39 0.62 0.89 1.04 1.58 2.23 2.98 3.85 5.03 6.3
koefisen penulangan balok / m' tum lap Dia tepi 16 16 Dia tengah 12 12 Dia tambahan 10 10 Jml utama tepi 4 4 Jml utama tengah 2 2 Jml tambahan 2 2 9.34 9.34 10.274 kg
Version 5/1/2013, 8:16 AM
Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
Cdesign Consultant
Tabel Beton
TABEL LUAS PENAMPANG BAJA TULANGAN D (mm) 6 8 10 12 13 16 19 22 25 29 32
Version 5/1/2013, 8:16 AM
G kg/m 0.22 0.39 0.62 0.89 1.04 1.58 2.23 2.98 3.85 5.03 6.3
1 28 50 79 113 133 201 283 380 491 660 804
2 57 100 157 226 265 402 567 760 981 1320 1608
3 85 151 236 339 398 603 850 1140 1472 1981 2412
Luas tulangan (mm2) 4 5 6 7 113 141 170 198 201 251 301 352 314 393 471 550 452 565 678 791 531 663 796 929 804 1005 1206 1407 1134 1417 1700 1984 1520 1900 2280 2660 1963 2453 2944 3434 2641 3301 3961 4621 3215 4019 4823 5627
8 226 402 628 904 1061 1608 2267 3040 3925 5281 6431
9 254 452 707 1017 1194 1809 2550 3419 4416 5942 7235
10 283 502 785 1130 1327 2010 2834 3799 4906 6602 8038
Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
SPESIFIKASI JKBL BRC REF NO
MAIN WARE D S mm mm
CROSS WIRE AREA MASS D S MAIN WARE CROSS WIRE UNIT PER SHEET PER ROLL mm mm mm2/mm mm2/mm kg/m2 kg kg
M10 M9 M8 M7 M6 M5 M4
10 9 5 7 6 5 4
150 150 150 150 150 150 150
10 9 5 7 6 5 4
150 150 150 150 150 150 150
524 424 335 257 188 131 084
524 424 335 257 188 131 084
8.22 6.66 5.26 4.03 2.96 2.06 1.32
96.55 78.21 61.79 47.31 34.76 24.14 15.45
347.58 241.37 154.48
B9 B8 B7 B6 B5
9 8 7 6 5
150 150 150 150 150
9 8 7 6 5
200 200 200 200 200
636 503 385 283 196
251 251 192 192 192
6.97 5.92 4.53 3.73 3.05
81.7 69.25 53.02 43.5 35.44
434.97 354.4
Cdesign Consultant
Statika Gempa
KETAHANAN GEMPA Faktor Keutamaan I back Gedung-gedung monumental Fasilitas penting (rumah sakit sekolah dll) Fasilitas distribusi bahan gas dan minyak bumi didaerah perkotaan Gedung yang menyimpan bahan berbahaya (gas beracun dll) Gedung lain Faktor jenis struktur K back jenis gedung Portal daktail beton bertulang beton pratekan (3) baja kayu Dinding geser berangkai beton bertulang daktail (1) Dinding geser kantilever beton bertulang daktail (1) dinding berongga bertulang kayu (kayu) Dinding geser kantilever beton bertulang dengan daktilitas dinding berongga bertulang terbatas (1) kayu (2) Portal dengan ikatan beton bertulang diagonal baja kayu Struktur kantilever tak beton bertulang bertingkat (5) baja Cerobong, tangki kecil beton bertulang baja Struktur lain Koefisien gempa dasar - C back 0 Wilayah 1 tanah keras 0.09 tanah lunak 0.13 Wilayah 2 tanah keras 0.07 tanah lunak 0.09 Wilayah 3 tanah keras 0.05 tanah lunak 0.07 Wilayah 4 tanah keras 0.03 tanah lunak 0.05 Wilayah 5 tanah keras 0.04 tanah lunak 0.03 Wilayah 6 tanah keras 0 tanah lunak 0
Version 5/1/2013, 8:16 AM
1.5 15 2 2 1
1 1.4 1 1.7 1 1.2 2.5 2 1.5 3 2.5 2.5 2.5 3 2.5 2.5 3 3
0.5 0.09
-
1
0.07
-
0.05
-
0.03
-
-
0.13
-
0.09
-
0.07 0.05 0.03
2 0.045 0.065 0.035 0.045 0.025 0.035 0.015 0.025 0.02
Design by Teguh Santoso SPd Literature : SKBI 1.3.53.1987
Cdesign Consultant
Statika Gempa
3 0.045 0.065 0.035 0.045 0.025 0.035 0.015 0.025 0.01 0.02 0 0
Version 5/1/2013, 8:16 AM
Design by Teguh Santoso SPd Literature : SKBI 1.3.53.1987
Cdesign Consultant
Tabel Beton
TABEL LEBAR BALOK MINIMUM (cm) D 10 12 13 14 16 18 19 20 22 25 25 29 32 36 40 50
Version 5/1/2013, 8:16 AM
2 14.50 14.90 15.10 15.30 15.70 16.10 16.30 16.50 16.90 17.50 18.40 18.70 19.60 20.80 22.00 25.00
Jumlah Batang Tulangan Baja dalam satu lapis 3 4 5 6 7 8 9 18.00 21.50 25.00 28.50 32.00 35.50 38.00 18.60 22.30 26.00 29.70 33.40 37.10 40.80 18.90 22.70 26.50 30.30 34.10 37.90 41.70 18.20 23.10 27.00 30.90 34.80 38.70 42.60 19.80 23.90 28.00 32.10 36.20 40.30 44.40 20.40 24.70 29.00 33.30 37.60 41.90 46.20 20.37 25.10 29.50 33.90 38.30 42.70 47.10 21.00 25.50 30.00 34.50 39.00 43.50 48.00 21.60 26.30 31.00 35.70 40.40 45.10 49.80 22.50 27.50 32.50 37.50 42.50 47.50 52.50 24.00 29.60 35.20 40.80 46.40 52.00 57.60 24.50 30.30 36.10 41.90 47.70 53.50 59.30 26.00 32.40 38.80 45.20 51.60 58.00 64.40 28.00 35.20 42.40 49.60 56.80 64.00 71.20 30.00 38.00 46.40 54.00 62.00 70.00 78.00 35.00 45.00 55.00 65.00 75.00 85.00 95.00
Tambahan 10 per Batang 41.50 3.50 44.50 3.70 45.50 3.80 46.50 3.90 48.50 4.10 50.50 4.30 51.50 4.40 52.50 4.50 54.50 4.70 57.50 5.00 63.20 5.60 65.10 5.80 70.80 6.40 78.40 7.20 86.00 8.00 105.00 10.00
Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
Cdesign Counsultant
Tabel Baja
PROFIL RENCANA Properties :
C (channels) 200.75.20.3,2 A Jx Jy Wx Wy
11.81 721 87.5 72.1 16.8
Zx = (b * tf) * (h - tf) + tw * (0.5h - tf) * (0.5h - tf) 77 =
cm2 cm4 4 cm 3 cm 3 cm
h b tb ts
200 75 3.2 3.2 9.27
w
mm mm mm mm kg/m
3
cm
3.2
3.2
TABEL KONSTRUKSI BAJA (SERI METRIK) Code Baja
h
b
tb
ts
w
jx
jy
gx
gy
wx
wy
A
ex
Satuan INP 8 INP 10 INP 12 INP 14 INP 16 INP 18 INP 20 INP 22 INP 24 INP 26 INP 28 INP 30 INP 32 INP 34 INP 36 INP 38 INP 40 INP 42,5 INP 45 INP 47,5 INP 50 INP 55 INP 60 CNP ( Kanal ) 3 CNP ( Kanal ) 4 CNP ( Kanal ) 5 CNP ( Kanal ) 6,5 CNP ( Kanal ) 8 CNP ( Kanal ) 10
mm 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 425 450 475 500 550 600 30 40 50 65 80 100
mm 42 50 58 66 74 82 90 98 106 117 119 125 131 137 143 149 155 163 170 178 185 200 215 33 35 38 42 45 50
mm 3.9 4.5 5.1 5.7 6.3 6.9 7.5 8.1 8.7 9.4 10.1 10.8 11.5 12.2 13 13.7 14.4 15.3 16.2 17.1 18 19 21.6 5 5 5 5.5 6 6
mm 5.9 6.8 7.7 8.6 9.5 10.4 11.3 12.2 13.1 14.1 15.2 16.2 17.3 18.3 19.5 20.5 21.6 23 24.3 25.6 27 30 32.4 7 7 7 7.5 8 8.5
kg/m' 5.95 8.32 11.2 14.4 17.9 21.9 26.3 31.1 36.2 41.9 48 54.2 61.1 68.1 76.2 84 92.6 104 115 128 141 167 199 4.27 4.87 5.59 7.09 8.64 10.6
cm⁴ 77.8 171 328 573 935 1450 2140 3060 4250 5740 7590 9800 12510 15700 19610 24010 29210 36970 45850 56480 68740 99180 139000 6.39 14.1 26.4 57.5 106 206
cm⁴ 6.29 12.2 21.5 35.2 54.7 81.3 117 162 221 288 364 451 555 674 818 975 1160 1440 1730 2090 2480 3490 4670 5.33 6.68 9.12 14.1 19.4 29.3
cm 3.2 4.01 4.81 5.61 6.4 7.2 8 8.8 9.59 10.4 11.1 11.9 12.7 13.5 14.2 15 15.7 16.7 17.7 18.6 19.6 21.6 23.4 1.08 1.5 1.92 2.52 3.1 3.91
cm 0.91 1.07 1.23 1.4 1.55 1.71 1.87 2.02 2.2 2.32 2.45 2.56 2.67 2.8 2.9 3.02 3.13 3.3 3.43 3.6 3.72 4.02 4.3 0.99 1.04 1.13 1.25 1.33 1.47
cm³ 19.5 34.2 54.7 81.9 117 161 214 278 354 442 542 653 782 923 1090 1260 1460 1740 2040 2380 2750 3610 4630 4.26 7.05 10.6 17.7 26.5 41.2
cm³ 3 4.88 7.41 10.7 14.8 19.8 26 33.1 41.7 51 61.2 72.2 84.7 98.4 114 131 149 176 203 235 268 349 434 2.68 3.08 3.75 5.07 6.36 8.49
cm² 7.6 10.6 14.2 18.3 22.8 27.9 33.5 39.6 46.1 53.4 61.1 69.1 77.8 86.8 97.1 107 118 132 147 163 180 213 254 5.4 6.2 7.1 9 11 13.5
mm 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 212.5 225 237.5 250 275 300 15 20 25 32.5 40 50
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
CNP ( Kanal ) 12 CNP ( Kanal ) 14 CNP ( Kanal ) 16 CNP ( Kanal ) 18 CNP ( Kanal ) 20 CNP ( Kanal ) 22 CNP ( Kanal ) 24 CNP ( Kanal ) 26 CNP ( Kanal ) 28 CNP ( Kanal ) 30 CNP ( Kanal ) 32 CNP ( Kanal ) 35 CNP ( Kanal ) 38 CNP ( Kanal ) 40 WF (I) 912.302.18.34 WF (I) 900.300.16.28 WF (I) 890.299.15.23 WF (I) 808.302.16.30 WF (I) 800.300.14.26 WF (I) 792.300.14.22 WF (I) 708.302.15.28 WF (I) 700.300.13.24 WF (I) 692.300.13.20 WF (I) 594.302.14.23 WF (I) 588.300.12.20 WF (I) 582.300.12.17 WF (I) 612.202.13.23 WF (I) 606.201.12.20 WF (I) 600.200.11.17 WF (I) 596.199.10.15 WF (I) 488.300.11.18 WF (I) 482.300.11.15 WF (I) 506.201.11.19 WF (I) 500.200.10.16 WF (I) 496.199.9.14 WF (I) 440.300.11.18 WF (I) 434.299.10.15 WF (I) 450.200.9.14 WF (I) 446.199.8.12 WF (I) 498.432.45.70 WF (I) 458.417.30.50 WF (I) 428.407.20.35 WF (I) 414.405.18.28 WF (I) 406.403.16.24 WF (I) 400.408.21.21 WF (I) 400.400.13.21 WF (I) 394.405.18.18 WF (I) 394.398.11.18
Version 5/1/2013,8:16 AM
Tabel Baja
120 140 160 180 200 220 240 260 280 300 320 350 380 400 912 900 890 808 800 792 708 700 692 594 588 582 612 606 600 596 488 482 506 500 496 440 434 450 446 498 458 428 414 406 400 400 394 394
55 60 65 70 75 80 85 90 95 100 100 100 102 110 302 300 299 302 300 300 302 300 300 302 300 300 202 201 200 199 300 300 201 200 199 300 299 200 199 432 417 407 405 403 408 400 405 398
7 7 7.5 8 8.5 9 9.5 10 10 10 14 14 13.3 14 18 16 15 16 14 14 15 13 13 14 12 12 13 12 11 10 11 11 11 10 9 11 10 9 8 45 30 20 18 16 21 13 18 11
9 10 10.5 11 11.5 12.5 13 14 15 16 17.5 16 16 18 34 28 23 30 26 22 28 24 20 23 20 17 23 20 17 15 18 15 19 16 14 18 15 14 12 70 50 35 28 24 21 21 18 18
13.4 16 18.8 22 25.3 29.4 33.2 37.9 41.8 46.2 59.5 60.6 62.6 71.8 286 243 213 241 210 191 215 185 166 175 151 137 134 120 106 94.6 128 114 103 89.6 79.5 124 106 76 66.2 605 415 283 232 200 197 172 168 147
364 605 925 1350 1910 2690 3600 4820 6280 8030 10870 12840 15730 20350 498000 411000 345000 339000 292000 254000 237000 201000 172000 137000 118000 103000 103000 90400 77600 68700 71000 60400 56500 47800 41900 56100 46800 33500 28700 298000 187000 119000 92800 78000 70900 66600 59700 56100
43.2 62.7 85.3 114 148 197 248 317 399 495 597 570 613 846 15700 12600 10300 13800 11700 9930 12900 10800 9020 10600 9020 7670 3180 2720 2280 1980 8110 6760 2580 2140 1840 8110 6690 1870 1580 94400 60500 39400 31000 26200 23800 22400 20000 18900
4.62 5.45 6.21 6.95 7.7 8.48 9.22 9.99 10.9 11.7 12.1 12.9 14.1 14.9 37 36.4 35.7 33.2 33 32.3 29.4 29.3 28.6 24.9 24.8 24.3 24.6 24.3 24 23.9 20.8 20.4 20.7 20.5 20.3 18.9 18.6 18.6 18.5 19.7 18.8 18.2 17.7 17.5 16.8 17.5 16.7 17.3
1.59 1.75 1.89 2.02 2.14 2.3 2.42 2.56 2.74 2.9 2.81 2.72 2.78 3.04 6.56 6.39 6.16 6.7 6.62 6.39 6.86 6.78 6.53 6.9 6.85 6.63 4.31 4.22 4.12 4.05 7.04 6.82 4.43 4.33 4.27 7.18 7.04 4.4 4.33 11.1 10.7 10.4 10.2 10.1 9.75 10.1 9.65 10.1
60.7 86.4 116 150 191 245 300 371 448 535 679 734 826 1020 10900 9140 7760 8400 7290 6410 6700 5760 4980 4620 4020 3530 3380 2980 2590 2310 2910 2500 2230 1910 1690 2550 2160 1490 1290 12000 8170 5570 4480 3840 3540 3330 3030 2850
11.1 14.8 18.3 22.4 27 33.6 39.6 47.7 57.2 67.8 80.6 75 78.4 102 1040 843 688 915 782 662 853 722 602 701 601 511 314 271 228 199 541 451 257 214 185 541 448 187 159 4370 2900 1930 1530 1300 1170 1120 985 951
17 20.4 24 28 32.2 37.4 42.3 48.3 53.3 58.8 75.8 77.3 79.7 91.5 364 309.8 270.9 307.6 267.4 243.4 273.6 235.5 211.5 222.4 192.5 174.5 107.7 152.5 134.4 120.5 163.5 145.5 131.3 114.2 101.3 157.4 135 96.76 84.3 770.1 528.6 360.7 295.4 254.9 250.7 218.7 214.4 186.8
60 70 80 90 100 110 120 130 140 150 160 175 190 200 456 450 445 404 400 396 354 350 346 297 294 291 306 303 300 298 244 241 253 250 248 220 217 225 223 249 229 214 207 203 200 200 197 197
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
WF (I) 388.402.15.15 WF (I) 390.300.10.16 WF (I) 386.299.9.14 WF (I) 400.200.8.13 WF (I) 396.199.7.11 WF (I) 356.352.14.22 WF (I) 350.357.19.19 WF (I) 350.350.12.19 WF (I) 344.354.16.16 WF (I) 344.348.10.16 WF (I) 338.351.13.13 WF (I) 340.250.9.14 WF (I) 336.249.8.12 WF (I) 350.175.7.11 WF (I) 346.174.6.9 WF (I) 304.301.11.17 WF (I) 300.305.15.15 WF (I) 300.300.10.15 WF (I) 298.299.9.14 WF (I) 294.302.12.12 WF (I) 298.201.9.14 WF (I) 294.200.8.12 WF (I) 300.150.6,5.9 WF (I) 298.149.5,5.8 WF (I) 250.255.14.14 WF (I) 250.250.9.14 WF (I) 248.249.8.13 WF (I) 244.252.11.11 WF (I) 244.175.7.11 WF (I) 250.125.6.9 WF (I) 248.124.5.8 WF (I) 208.202.10.16 WF (I) 200.204.12.12 WF (I) 200.200.8.12 WF (I) 194.150.6.9 WF (I) 200.100.5,5.8 WF (I) 198.99.4,5.7 WF (I) 175.175.7,5.11 WF (I) 169.125.5,5.8 WF (I) 175.90.5.8 WF (I) 150.150.7.10 WF (I) 148.100.6.9 WF (I) 150.75.5.7 WF (I) 125.125.6,5.9 WF (I) 125.60.6.8 WF (I) 100.100.6.8 WF (I) 100.50.5.7 L ( Siku ) 15.15.3
Version 5/1/2013,8:16 AM
Tabel Baja
388 390 386 400 396 356 350 350 344 344 338 340 336 350 346 304 300 300 298 294 298 294 300 298 250 250 248 244 244 250 248 208 200 200 194 200 198 175 169 175 150 148 150 125 125 100 100 15
402 300 299 200 199 352 357 350 354 348 351 250 249 175 174 301 305 300 299 302 201 200 150 149 255 250 249 252 175 125 124 202 204 200 150 100 99 175 125 90 150 100 75 125 60 100 50 15
15 10 9 8 7 14 19 12 16 10 13 9 8 7 6 11 15 10 9 12 9 8 6.5 5.5 14 9 8 11 7 6 5 10 12 8 6 5.5 4.5 7.5 5.5 5 7 6 5 6.5 6 6 5 3
15 16 14 13 11 22 19 19 16 16 13 14 12 11 9 17 15 15 14 12 14 12 9 8 14 14 13 11 11 9 8 16 12 12 9 8 7 11 8 8 10 9 7 9 8 8 7 3
140 107 94.3 66 56.6 159 156 136 131 115 106 79.7 69.2 49.6 41.4 106 106 94 87 84.5 65.4 56.8 36.7 32 82.2 72.4 66.5 64.4 44.1 29.6 25.7 65.7 56.2 49.9 30.6 21.3 18.2 40.2 23.3 18.1 31.5 21.1 14 23.8 13.2 17.2 9.3 0.64
49000 38700 33700 23700 20000 47600 42800 40300 35300 33300 28200 21700 18500 13600 11100 23400 21500 20400 18800 16900 13300 11300 7210 6320 11500 10800 9930 8790 6120 4050 3540 6530 4980 4720 2690 1840 1580 2880 1530 1210 1640 1020 666 847 413 383 187 0.15
16300 7210 6240 1740 1450 16000 14400 13600 11800 11200 9380 3650 3090 984 792 7730 7100 6750 6240 5520 1900 1600 508 442 3880 3650 3350 2940 984 294 255 2200 1700 1600 507 134 114 984 261 97.5 563 151 49.5 293 29.2 134 14.8 0.15
16.6 16.9 16.7 16.8 16.7 15.3 14.7 15.2 14.6 15.1 14.4 14.6 14.5 14.7 14.5 13.2 12.6 13.1 13 12.5 12.6 12.5 12.4 12.4 10.5 10.8 10.8 10.3 10.4 10.4 10.4 8.83 8.35 8.62 8.3 8.24 8.26 7.5 7.18 7.26 6.39 6.17 6.11 5.29 4.95 4.18 3.98 0.43
9.54 7.28 7.21 4.54 4.48 8.9 8.53 8.84 8.43 8.78 8.33 6 5.92 3.95 3.88 7.57 7.26 7.51 7.51 7.16 4.77 4.71 3.29 3.29 6.09 6.29 6.29 5.98 4.18 2.79 2.79 5.13 4.88 5.02 3.61 2.22 2.21 4.38 2.97 2.06 3.75 2.37 1.66 3.11 1.32 2.47 1.12 0.43
2520 1980 1740 1190 1010 2670 2450 2300 2050 1940 1670 1280 1100 775 641 1540 1440 1360 1270 1150 893 771 481 424 919 867 801 720 502 324 285 628 498 472 277 184 160 330 181 139 219 138 88.8 136 66.1 76.5 37.5 0.15
809 481 418 174 145 909 809 776 669 646 534 292 248 112 91 514 466 450 417 365 189 160 67.7 59.3 304 292 269 233 113 47 41.1 218 167 160 67.6 26.8 23 112 41.8 21.7 75.1 30.1 13.2 47 9.73 26.7 5.91 0.15
178.5 136 120.1 84.12 75.16 202 198.4 173.9 166.6 146 135.3 101.5 88.15 63.14 52.68 134.8 134.8 119.8 110.8 107.7 83.36 72.38 46.78 40.8 104.7 92.18 84.7 82.06 56.24 37.66 32.68 83.69 71.53 63.53 39.01 27.16 23.18 51.21 29.65 23.04 40.14 26.84 17.85 30.31 16.84 21.9 11.85 0.82
194 195 193 200 198 178 175 175 172 172 169 170 168 175 173 152 150 150 149 147 149 147 150 149 125 125 124 122 122 125 124 104 100 100 97 100 99 87.5 84.5 87.5 75 74 75 62.5 62.5 50 50 4.8
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
L ( Siku ) 15.15.4 L ( Siku ) 20.20.3 L ( Siku ) 20.20.4 L ( Siku ) 25.25.3 L ( Siku ) 25.25.4 L ( Siku ) 25.25.5 L ( Siku ) 30.30.3 L ( Siku ) 30.30.4 L ( Siku ) 30.30.5 L ( Siku ) 35.35.4 L ( Siku ) 35.35.6 L ( Siku ) 40.40.4 L ( Siku ) 40.40.5 L ( Siku ) 40.40.6 L ( Siku ) 45.45.5 L ( Siku ) 45.45.7 L ( Siku ) 50.50.5 L ( Siku ) 50.50.6 L ( Siku ) 50.50.7 L ( Siku ) 50.50.9 L ( Siku ) 55.55.6 L ( Siku ) 55.55.8 L ( Siku ) 55.55.10 L ( Siku ) 60.60.6 L ( Siku ) 60.60.8 L ( Siku ) 60.60.10 L ( Siku ) 65.65.7 L ( Siku ) 65.65.9 L ( Siku ) 65.65.11 L ( Siku ) 70.70.7 L ( Siku ) 70.70.9 L ( Siku ) 70.70.11 L ( Siku ) 75.75.7 L ( Siku ) 75.75.8 L ( Siku ) 75.75.10 L ( Siku ) 75.75.12 L ( Siku ) 80.80.8 L ( Siku ) 80.80.10 L ( Siku ) 80.80.12 L ( Siku ) 80.80.14 L ( Siku ) 90.90.9 L ( Siku ) 90.90.11 L ( Siku ) 90.90.13 L ( Siku ) 90.90.16 L ( Siku ) 100.100.10 L ( Siku ) 100.100.12 L ( Siku ) 100.100.14 L ( Siku ) 100.100.20
Version 5/1/2013,8:16 AM
Tabel Baja
15 20 20 25 25 25 30 30 30 35 35 40 40 40 45 45 50 50 50 50 55 55 55 60 60 60 65 65 65 70 70 70 75 75 75 75 80 80 80 80 90 90 90 90 100 100 100 100
15 20 20 25 25 25 30 30 30 35 35 40 40 40 45 45 50 50 50 50 55 55 55 60 60 60 65 65 65 70 70 70 75 75 75 75 80 80 80 80 90 90 90 90 100 100 100 100
4 3 4 3 4 5 3 4 5 4 6 4 5 6 5 7 5 6 7 9 6 8 10 6 8 10 7 9 11 7 9 11 7 8 10 12 8 10 12 14 9 11 13 16 10 12 14 20
4 3 4 3 4 5 3 4 5 4 6 4 5 6 5 7 5 6 7 9 6 8 10 6 8 10 7 9 11 7 9 11 7 8 10 12 8 10 12 14 9 11 13 16 10 12 14 20
0.82 0.88 1.14 1.12 1.45 1.77 1.36 1.78 2.18 2.1 3.04 2.42 2.97 3.52 3.38 4.6 3.77 4.47 5.15 6.74 4.95 6.46 7.9 5.42 7.09 8.69 6.83 8.62 10.3 7.38 9.34 11.2 7.94 9.03 11.1 13.1 9.66 11.9 14.1 16.1 12.2 14.7 17.1 20.7 15.1 17.8 20.6 28.4
0.19 0.39 0.48 0.79 1.01 1.18 1.41 1.81 2.16 2.96 4.14 4.48 5.43 6.33 7.83 10.4 11 12.8 14.6 17.9 17.3 22.1 26.3 22.8 29.1 34.9 33.4 41.3 48.8 42.4 52.6 61.8 52.4 58.9 71.4 82.4 72.3 87.5 102 115 116 138 158 186 177 207 235 311
0.19 0.39 0.48 0.79 1.01 1.18 1.41 1.81 2.16 2.96 4.14 4.48 5.43 6.33 7.83 10.4 11 12.8 14.6 17.9 17.3 22.1 26.3 22.8 29.1 34.9 33.4 41.3 48.8 42.4 52.6 61.8 52.4 58.9 71.4 82.4 72.3 87.5 102 115 116 138 158 186 177 207 235 311
0.42 0.59 0.58 0.75 0.74 0.72 0.9 0.89 0.88 1.05 1.04 1.21 1.2 1.19 1.35 1.33 1.51 1.5 1.49 1.47 1.66 1.64 1.62 1.82 1.8 1.78 1.96 1.94 1.91 2.12 2.1 2.08 2.28 2.26 2.25 2.22 2.42 2.41 2.39 2.36 2.74 2.72 2.69 2.66 3.04 3.02 3 2.93
0.42 0.59 0.58 0.75 0.74 0.72 0.9 0.89 0.88 1.05 1.04 1.21 1.2 1.19 1.35 1.33 1.51 1.5 1.49 1.47 1.66 1.64 1.62 1.82 1.8 1.78 1.96 1.94 1.91 2.12 2.1 2.08 2.28 2.26 2.25 2.22 2.42 2.41 2.39 2.36 2.74 2.72 2.69 2.66 3.04 3.02 3 2.93
0.19 0.28 0.35 0.45 0.58 0.69 0.65 0.86 1.04 1.18 1.71 1.56 1.91 2.26 2.43 3.31 3.05 3.61 4.15 5.2 4.4 5.72 6.97 5.29 6.88 8.41 7.18 9.04 10.8 8.43 10.6 12.7 9.67 11 13.5 15.8 12.6 15.5 18.2 20.8 18 21.6 25.1 30.1 24.7 29.2 33.5 45.8
0.19 0.28 0.35 0.45 0.58 0.69 0.65 0.86 1.04 1.18 1.71 1.56 1.91 2.26 2.43 3.31 3.05 3.61 4.15 5.2 4.4 5.72 6.97 5.29 6.88 8.41 7.18 9.04 10.8 8.43 10.6 12.7 9.67 11 13.5 15.8 12.6 15.5 18.2 20.8 18 21.6 25.1 30.1 24.7 29.2 33.5 45.8
1.05 1.12 1.45 1.42 1.85 2.26 1.74 2.27 2.78 2.67 3.87 3.08 3.79 4.48 4.3 5.86 4.8 5.69 6.56 8.24 6.31 8.23 10.1 6.91 9.03 11.1 8.7 11 13.2 9.4 11.9 14.3 10.1 11.5 14.1 16.7 12.3 15.1 17.9 20.6 15.5 18.7 21.8 26.4 19.2 22.7 26.2 36.2
5.1 6 6.4 7.3 7.6 8 8.4 8.9 9.2 10 10.8 11.2 11.6 12 12.8 13.6 14 14.5 14.9 15.6 15.6 16.4 17.2 16.9 17.7 18.5 18.5 19.3 20 19.7 20.5 21.3 20.9 21.3 22.1 22.9 22.6 23.4 24.1 24.8 25.4 26.2 26 28.1 28.2 29 29.8 32
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
L ( Siku ) 110.110.10 L ( Siku ) 110.110.12 L ( Siku ) 110.110.14 L ( Siku ) 120.120.11 L ( Siku ) 120.120.13 L ( Siku ) 120.120.15 L ( Siku ) 120.120.20 L ( Siku ) 130.130.12 L ( Siku ) 130.130.14 L ( Siku ) 130.130.16 L ( Siku ) 140.140.13 L ( Siku ) 140.140.15 L ( Siku ) 140.140.17 L ( Siku ) 150.150.14 L ( Siku ) 150.150.16 L ( Siku ) 150.150.18 L ( Siku ) 160.160.15 L ( Siku ) 160.160.17 L ( Siku ) 160.160.19 L ( Siku ) 180.180.16 L ( Siku ) 180.180.18 L ( Siku ) 180.180.20 L ( Siku ) 200.200.16 L ( Siku ) 200.200.18 L ( Siku ) 200.200.20 L ( Siku ) 20.30.3 L ( Siku ) 20.30.4 L ( Siku ) 20.30.5 L ( Siku ) 20.40.3 L ( Siku ) 20.40.4 L ( Siku ) 30.45.3 L ( Siku ) 30.45.4 L ( Siku ) 30.45.5 L ( Siku ) 30.60.5 L ( Siku ) 30.60.7 L ( Siku ) 40.50.3 L ( Siku ) 40.50.4 L ( Siku ) 40.50.5 L ( Siku ) 40.60.5 L ( Siku ) 40.60.6 L ( Siku ) 40.60.7 L ( Siku ) 40.80.4 L ( Siku ) 40.80.6 L ( Siku ) 40.80.8 L ( Siku ) 50.65.5 L ( Siku ) 50.65.7 L ( Siku ) 50.65.9 L ( Siku ) 50.100.6
Version 5/1/2013,8:16 AM
Tabel Baja
110 110 110 120 120 120 120 130 130 130 140 140 140 150 150 150 160 160 160 180 180 180 200 200 200 30 30 30 40 40 45 45 45 60 60 50 50 50 60 60 60 80 80 80 65 65 65 100
110 110 110 120 120 120 120 130 130 130 140 140 140 150 150 150 160 160 160 180 180 180 200 200 200 20 20 20 20 20 30 30 30 30 30 40 40 40 40 40 40 40 40 40 50 50 50 50
10 12 14 11 13 15 20 12 14 16 13 15 17 14 16 18 15 17 19 16 18 20 16 18 20 3 4 5 3 4 3 4 5 5 7 3 4 5 5 6 7 4 6 8 5 7 9 6
10 12 14 11 13 15 20 12 14 16 13 15 17 14 16 18 15 17 19 16 18 20 16 18 20 3 4 5 3 4 3 4 5 5 7 3 4 5 5 6 7 4 6 8 5 7 9 6
16.6 19.7 22.8 19.9 23.3 26.6 34.7 23.6 27.2 30.9 27.5 31.4 35.3 31.6 35.9 40.1 36.2 40.7 45.1 43.5 48.6 53.7 48.5 54.3 59.9 1.11 1.45 1.77 1.35 1.77 1.72 2.25 2.77 3.37 4.59 2.06 2.71 3.35 3.76 4.46 5.14 3.68 5.41 7.07 4.35 5.97 7.52 6.85
239 280 319 341 394 446 562 472 540 605 638 723 805 845 948 1050 1100 1230 1350 1680 1870 2040 2340 2600 2850 1.25 1.59 1.9 2.79 3.59 4.48 5.78 6.99 15.6 20.7 6.58 8.54 10.4 17.2 20.1 23 31.3 44.9 57.6 23.1 31 38.2 89.7
239 280 319 341 394 446 562 472 540 605 638 723 805 845 948 1050 1100 1230 1350 1680 1870 2040 2340 2600 2850 0.44 0.55 0.66 0.47 0.6 1.6 2.5 2.47 2.6 3.41 3.76 4.86 5.89 6.11 7.12 8.07 5.32 7.59 9.68 11.9 15.8 19.4 15.3
3.36 3.34 3.32 3.66 3.64 3.63 3.57 3.97 3.94 3.92 4.27 4.25 4.23 4.58 4.56 4.54 4.88 4.86 4.84 5.51 5.49 5.47 6.15 6.13 6.11 0.94 0.93 0.92 1.27 1.26 1.43 1.42 1.41 1.9 1.88 1.58 1.57 1.56 1.89 1.88 1.87 2.57 2.55 2.53 2.04 2.02 2 3.2
3.36 3.34 3.32 3.66 3.64 3.63 3.57 3.97 3.94 3.92 4.27 4.25 4.23 4.58 4.56 4.54 4.88 4.86 4.84 5.51 5.49 5.47 6.15 6.13 6.11 0.56 0.55 0.54 0.52 0.52 0.86 0.85 0.84 0.78 0.76 1.2 1.19 1.18 1.13 1.12 1.11 1.07 1.05 1.04 1.47 1.44 1.42 1.32
30.1 35.7 41 39.5 46 52.5 67.7 50.4 58.2 65.8 63.3 72.3 81.2 78.2 88.7 99.3 95.6 108 118 130 145 160 162 181 199 0.62 0.81 0.99 1.08 1.42 1.46 1.91 2.35 4.04 5.5 1.87 2.47 3.02 4.25 5.03 5.79 5.93 8.73 11.4 5.11 6.99 8.77 13.8
30.1 35.7 41 39.5 46 52.5 67.7 50.4 58.2 65.8 63.3 72.3 81.2 78.2 88.7 99.3 95.6 108 118 130 145 160 162 181 199 0.29 0.38 0.46 0.3 0.39 0.7 0.91 1.11 1.12 1.52 1.25 1.64 2.01 2.02 2.38 2.74 1.66 2.44 3.18 3.18 4.31 5.39 3.86
21.2 25.1 29 25.4 29.7 33.9 44.2 30 34.7 39.3 35 40 45 40.3 45.7 51 46.1 51.8 57.5 55.4 61.9 68.4 61.8 69.1 76.4 1.42 1.85 2.26 1.72 2.25 2.19 2.87 5.83 4.29 3.53 2.63 3.46 4.27 4.79 5.68 6.55 4.69 6.89 9.01 5.54 7.6 9.58 8.73
30.7 31.5 32.1 33.6 34.4 35.1 37 36.4 37.2 38 39.2 40 40.8 42.1 42.9 43.6 44.9 45.7 46.5 50.2 51 51.8 55.2 56 56.8 9.9 10.3 10.7 14.3 14.7 14.3 14.8 15.2 21.5 22.4 14.8 15.2 15.6 19.6 20 20.4 27.6 28.5 29.4 19.9 20.7 21.5 34.9
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
L ( Siku ) 50.100.8 L ( Siku ) 50.100.10 L ( Siku ) 55.75.5 L ( Siku ) 55.75.7 L ( Siku ) 55.75.9 L ( Siku ) 60.90.6 L ( Siku ) 60.90.8 L ( Siku ) 60.90.10 L ( Siku ) 65.75.6 L ( Siku ) 65.75.8 L ( Siku ) 65.75.10 L ( Siku ) 65.80.6 L ( Siku ) 65.80.8 L ( Siku ) 65.80.10 L ( Siku ) 65.80.12 L ( Siku ) 65.100.7 L ( Siku ) 65.100.9 L ( Siku ) 65.100.11 L ( Siku ) 65.115.6 L ( Siku ) 65.115.8 L ( Siku ) 65.115.10 L ( Siku ) 65.130.8 L ( Siku ) 65.130.10 L ( Siku ) 65.130.12 L ( Siku ) 75.90.7 L ( Siku ) 75.90.9 L ( Siku ) 75.90.11 L ( Siku ) 75.100.7 L ( Siku ) 75.100.9 L ( Siku ) 75.100.11 L ( Siku ) 75.130.8 L ( Siku ) 75.130.10 L ( Siku ) 75.130.12 L ( Siku ) 75.150.9 L ( Siku ) 75.150.11 L ( Siku ) 75.150.13 L ( Siku ) 75.170.10 L ( Siku ) 75.170.12 L ( Siku ) 75.170.14 L ( Siku ) 75.170.16 L ( Siku ) 80.120.8 L ( Siku ) 80.120.10 L ( Siku ) 80.120.12 L ( Siku ) 80.120.14 L ( Siku ) 90.110.9 L ( Siku ) 90.110.11 L ( Siku ) 90.110.13 L ( Siku ) 90.130.10
Version 5/1/2013,8:16 AM
Tabel Baja
100 100 75 75 75 90 90 90 75 75 75 80 80 80 80 100 100 100 115 115 115 130 130 130 90 90 90 100 100 100 130 130 130 150 150 150 170 170 170 170 120 120 120 120 110 110 110 130
50 50 55 55 55 60 60 60 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 80 80 80 80 90 90 90 90
8 10 5 7 9 6 8 10 6 8 10 6 8 10 12 7 9 11 6 8 10 8 10 12 7 9 11 7 9 11 8 10 12 9 11 13 10 12 14 16 8 10 12 14 9 11 13 10
8 10 5 7 9 6 8 10 6 8 10 6 8 10 12 7 9 11 6 8 10 8 10 12 7 9 11 7 9 11 8 10 12 9 11 13 10 12 14 16 8 10 12 14 9 11 13 10
8.99 11.1 4.95 6.8 8.59 6.82 8.96 11 6.37 8.34 10.3 6.6 8.66 10.7 12.6 8.77 11.1 13.4 8.25 10.9 13.4 11.9 14.6 17.3 8.74 11.1 13.4 9.32 11.8 14.3 12.5 15.4 18.3 15.3 18.6 21.7 18.6 22.1 25.5 28.9 12.2 15 17.8 20.5 13.6 16.4 19.2 16.6
116 141 35.5 47.9 59.4 71.7 92.5 112 44 56.7 68.4 52.8 68.1 82.2 95.4 113 141 167 145 188 229 263 321 376 88.1 110 130 118 148 176 276 337 395 455 545 631 709 834 955 1070 226 276 323 368 204 243 281 358
19.5 23.4 16.2 21.8 26.8 25.8 33 39.6 30.7 39.4 47.3 31.2 40.1 48.3 55.8 37.6 46.7 55.1 34.4 44.2 53.3 44.8 54.2 63 55.5 69.1 81.7 56.9 71 84 68.3 82.9 96.5 78.3 93 107 88.2 103 117 130 80.8 98.1 114 130 122 146 168 141
3.18 3.16 2.37 2.35 2.33 2.87 2.85 2.82 2.33 2.31 2.29 2.51 2.49 2.46 2.44 3.17 3.15 3.13 3.71 3.69 3.66 4.17 4.15 4.12 2.81 2.79 2.77 3.15 3.13 3.11 4.17 4.14 4.12 4.83 4.8 4.78 5.47 5.45 5.42 5.39 3.82 3.8 3.77 3.75 3.43 3.41 3.39 4.11
1.31 1.29 1.6 1.59 1.57 1.72 1.7 1.68 1.94 1.92 1.9 1.93 1.91 1.89 1.87 1.84 1.82 1.8 1.81 1.79 1.77 1.72 1.71 1.69 2.23 2.21 2.19 2.19 2.17 2.15 2.08 2.06 2.04 2 1.98 1.96 1.93 1.91 1.89 1.88 2.29 2.27 2.25 2.23 2.66 2.64 2.62 2.58
18 22.2 6.84 9.39 11.8 11.7 15.4 18.8 8.3 10.9 13.3 9.41 12.3 15.1 17.8 16.6 21 25.3 18.9 24.8 30.6 31.1 38.4 45.5 13.9 17.6 21.1 17 21.5 25.9 31.9 39.4 46.6 46.8 56.6 66.1 65.7 78 90 102 27.6 34.1 40.4 46.4 26.5 31.9 37.2 40.5
5.04 6.17 3.89 5.32 6.66 5.61 7.31 8.92 6.39 8.34 10.2 6.44 8.41 10.3 12.1 7.54 9.52 11.4 6.71 8.78 10.8 8.72 10.7 12.7 9.98 12.6 18.5 10 12.7 15.3 11.7 14.4 17 13.2 15.9 18.5 14.8 17.4 20 22.6 13.2 16.2 19.1 22 18.3 22.1 25.7 20.6
11.5 14.1 6.3 8.66 10.9 8.69 11.4 14.1 8.11 10.6 13.1 8.41 11 13.6 16 11.2 14.2 17.1 10.5 13.8 17.1 15.1 18.6 22.1 11.1 14.1 17 11.9 15.1 18.2 15.9 19.6 23.3 19.5 23.6 27.7 23.7 28.1 32.5 36.8 15.5 19.1 22.7 26.2 17.3 20.9 24.5 21.2
35.9 36.7 23.1 24 24.7 28.9 29.7 30.5 21.9 22.8 23.5 23.9 24.7 25.5 26.3 32.3 33.2 34 38.5 39.4 40.2 45.6 46.5 47.4 26.7 27.6 28.3 30.6 31.5 32.3 43.6 44.5 45.3 52.8 53.7 54.5 62.1 63 63.9 64.7 38.3 39.2 40 40.8 33 33.8 34.6 41.5
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
L ( Siku ) 90.130.12 L ( Siku ) 90.130.14 L ( Siku ) 90.150.10 L ( Siku ) 90.150.12 L ( Siku ) 90.150.14 L ( Siku ) 90.250.10 L ( Siku ) 90.250.12 L ( Siku ) 90.250.14 L ( Siku ) 90.250.16 L ( Siku ) 100.150.10 L ( Siku ) 100.150.12 L ( Siku ) 100.150.14 L ( Siku ) 100.200.10 L ( Siku ) 100.200.12 L ( Siku ) 100.200.14 L ( Siku ) 100.200.16 L ( Siku ) 100.200.18 C (channels) 200.75.20.3,2 C (channels) 150.75.20.4,5 C (channels) 150.65.20.3,2 C (channels) 150.50.20.4,5 C (channels) 150.50.20.3,2 C (channels) 150.50.20.2,3 C (channels) 125.50.20.4,5 C (channels) 125.50.20.4.0 C (channels) 125.50.20.3,2 C (channels) 125.50.20.2,3 C (channels) 100.50.20.4,5 C (channels) 100.50.20.4,0 C (channels) 100.50.20.3,2 C (channels) 100.50.20.2,6 C (channels) 100.50.20.2,3 C (channels) 100.50.20.1,6 C (channels) 75.45.15.2,3 C (channels) 75.45.15.1,6 C (channels) 60.30.10.2,3 C (channels) 60.30.10.1,6 C (channels) 350.50.50.4,5 C (channels) 350.50.50.4,0 C (channels) 300.50.50.4,5 C (channels) 300.50.50.4,0 C (channels) 250.50.50.4,5 C (channels) 250.50.50.4,0 C (channels) 200.50.50.4,5 C (channels) 200.50.50.4,0 C (channels) 200.50.50.3,2 C (channels) 150.75.75.4,5 C (channels) 150.50.50.4,5
Version 5/1/2013,8:16 AM
Tabel Baja
130 130 150 150 150 250 250 250 250 150 150 150 200 200 200 200 200 200 150 150 150 150 150 125 125 125 125 100 100 100 100 100 100 75 75 60 60 350 350 300 300 250 250 200 200 200 150 150
90 90 90 90 90 90 90 90 90 100 100 100 100 100 100 100 100 75 75 65 50 50 50 50 50 50 50 50 50 50 50 50 50 45 45 30 30 50 50 50 50 50 50 50 50 50 75 50
12 14 10 12 14 10 12 14 16 10 12 14 10 12 14 16 18 3.2 4.5 3.2 4.5 3.2 2.3 4.5 4 3.2 2.3 4.5 4 3.2 2.6 2.3 1.6 2.3 1.6 2.3 1.6 4.5 4 4.5 4 4.5 4 4.5 4 3.2 4.5 4.5
12 14 10 12 14 10 12 14 16 10 12 14 10 12 14 16 18 3.2 4.5 3.2 4.5 3.2 2.3 4.5 4 3.2 2.3 4.5 4 3.2 2.6 2.3 1.6 2.3 1.6 2.3 1.6 4.5 4 4.5 4 4.5 4 4.5 4 3.2 4.5 4.5
19.7 22.8 18.2 21.6 25 26 31 36 40.8 19 22.6 26.1 23 27.3 31.6 35.9 40 9.27 11 7.51 9.2 6.76 4.96 8.32 7.5 6.13 4.51 7.43 6.71 5.5 4.55 4.06 2.88 3.25 2.32 2.25 1.63 15.4 13.7 13.6 12.1 11.8 10.6 10.1 9 7.27 10.1 8.31
420 480 532 626 716 2170 2570 2960 3330 552 650 744 1220 1440 1650 1860 2060 721 489 332 368 280 210 238 217 181 137 139 127 107 89.7 80.7 58.4 37.1 27.1 15.6 11.6 2750 2470 1850 1660 1160 1050 666 600 490 438 329
165 187 146 170 194 163 191 218 243 198 232 264 210 247 282 316 347 87.5 99.2 53.8 35.7 28.3 21.9 33.5 33.1 26.6 20.6 30.9 28.7 24.5 21 19 14 11.8 8.71 3.32 2.56 27.5 24.8 26.8 24.1 25.9 23.3 24.6 22.2 18.2 71.4 22.8
4.09 4.07 4.79 4.77 4.75 8.09 8.06 8.03 8.01 4.78 4.76 4.73 6.46 6.43 6.41 6.38 6.36 7.77 5.92 5.89 5.6 5.71 5.77 4.74 4.77 4.82 4.88 3.82 3.85 3.9 3.93 3.95 3.99 3 3.03 2.33 2.37 11.8 11.9 10.3 10.3 8.78 8.81 7.2 7.23 7.28 5.84 5.57
2.56 2.54 2.51 2.49 2.47 2.22 2.2 2.18 2.16 2.86 2.84 2.82 2.68 2.67 2.65 2.63 2.61 2.71 2.66 2.37 1.75 1.81 1.86 1.78 1.81 1.85 1.89 1.81 1.83 1.87 1.9 1.92 1.95 1.69 1.72 1.07 1.11 1.19 1.19 1.24 1.25 1.31 1.32 1.38 1.39 1.4 2.36 1.47
48 55.3 53.1 63.1 72.8 140 167 193 219 54.1 64.2 74.1 93.2 111 128 145 162 72.1 65.2 44.3 49 37.4 28 38 34.7 29 21.9 27.7 25.4 21.3 17.9 16.1 11.7 9.9 7.24 5.2 3.88 157 151 123 111 93 83.7 66.6 60 49 58.4 43.9
24.4 28.1 21 24.7 28.4 22 26 30 33.8 25.8 30.6 35.2 26.3 31.3 36.1 40.8 45.3 16.8 19.8 12.2 10.5 8.19 6.33 10.1 9.38 8.02 6.22 9.82 9.13 7.81 6.68 6.06 4.47 4.24 3.13 1.71 1.32 6.48 5.81 6.41 5.74 6.31 5.66 6.18 5.55 4.51 13.2 5.99
25.1 29 23.2 27.5 31.8 33.2 39.5 45.8 52 24.2 28.7 33.2 29.2 34.8 40.3 45.7 51 11.81 13.97 9.567 11.72 8.607 6.322 10.59 9.548 7.807 5.747 9.469 8.548 7.007 5.796 5.172 3.672 4.137 2.952 2.872 2.072 19.58 17.47 17.33 15.47 15.08 13.47 12.83 11.47 9.263 12.83 10.58
42.4 43.2 49.9 50.8 51.6 94.9 95.9 96.8 97.7 48 48.9 49.7 69.3 70.3 71.2 72 72.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
C (channels) 100.50.50.3,2 C (channels) 75.40.15.3,2 C (channels) 60.30.30.2,3 C (channels) 38.15.15.1,5 C (channels) 19.12.12.1,5 T (Tess) 900x300 T (Tess) 900x300 T (Tess) 900x300 T (Tess) 800x300 T (Tess) 800x300 T (Tess) 800x300 T (Tess) 700x300 T (Tess) 700x300 T (Tess) 700x300 T (Tess) 600x300 T (Tess) 600x300 T (Tess) 600x300 T (Tess) 600x300 T (Tess) 600x300 T (Tess) 600x300 T (Tess) 600x300 T (Tess) 500x300 T (Tess) 500x300 T (Tess) 500x200 T (Tess) 500x200 T (Tess) 500x200 T (Tess) 450x300 T (Tess) 450x300 T (Tess) 450x200 T (Tess) 450x200 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x400 T (Tess) 400x300 T (Tess) 400x300 T (Tess) 400x200 T (Tess) 400x200 T (Tess) 350x350 T (Tess) 350x350 T (Tess) 350x350 T (Tess) 350x350
Version 5/1/2013,8:16 AM
Tabel Baja
100 75 60 38 19 456 450 445 404 400 396 354 350 346 297 294 291 306 303 300 298 244 241 253 250 248 220 217 225 223 249 229 214 207 203 200 200 197 197 194 195 193 200 198 178 175 175 172
50 40 30 15 12 302 300 299 302 300 300 302 300 300 302 300 300 202 201 200 199 300 300 201 200 199 300 299 200 199 432 417 407 405 403 408 400 405 398 402 300 299 200 199 352 357 350 354
3.2 3.2 2.3 1.5 1.5 18 16 15 16 14 14 15 13 13 14 12 12 13 12 11 10 11 11 11 10 9 11 10 9 8 45 30 20 18 16 21 13 18 11 15 10 9 8 7 14 19 12 16
3.2 3.2 2.3 1.5 1.5 34 28 23 30 26 22 28 24 20 23 20 17 23 20 17 15 18 15 19 16 14 18 15 14 12 70 50 35 28 24 21 21 18 18 15 16 14 13 11 22 19 19 16
4.76 3 2.03 0.71 0.45 143 122 106 121 105 95.6 107 92.4 83 87.3 75.6 68.5 67 59.8 52.8 47.3 64.2 57.1 51.5 44.8 39.7 61.8 53 38 33.1 302 207 142 116 100 98.4 85.8 84.1 73.3 70 53.4 47.1 33 28.3 79.3 77.9 68.2 65.4
93.6 27.3 14.2 1.93 0.3 34200 29200 26000 21900 18800 17700 14200 12000 11300 7920 6710 6360 7340 6570 5810 5190 3620 3420 3670 3210 2840 2680 2350 2160 1880 13200 7470 4380 3620 3090 3650 2480 3050 2050 2480 1730 1530 1400 1190 1820 2200 1520 1800
14.9 4.48 2.26 0.19 0.08 7820 6310 5140 6900 5860 4960 6440 5410 4510 5290 4510 3830 1590 1360 1140 989 4060 3380 1290 1070 922 4060 3350 936 790 47100 30200 19700 15500 13100 11900 11200 9980 9460 8130 3600 3120 868 723 8000 7220 6790 5920
3.93 2.67 2.34 1.43 0.73 13.7 13.7 13.9 11.9 11.9 12.1 10.2 10.1 10.3 8.44 8.35 8.54 9.27 9.28 9.3 9.29 6.66 6.85 7.48 7.5 7.49 5.84 5.89 6.68 6.67 5.87 5.32 4.93 4.95 4.92 5.4 4.76 5.34 4.68 5.27 5.05 5.04 5.76 5.76 4.25 4.71 4.18 4.65
1.57 1.08 0.94 0.45 0.37 6.56 6.39 6.16 6.7 6.62 6.38 6.86 6.78 6.53 6.9 6.85 6.63 4.31 4.22 4.12 4.05 7.07 6.82 4.43 4.33 4.27 7.68 7.04 4.4 4.33 11.1 10.7 10.4 10.2 10 9.75 10.1 9.65 10.1 9.54 7.28 7.21 4.54 4.48 8.9 8.53 8.84 8.43
18.7 9.12 4.72 1.02 0.32 997 866 790 705 610 593 513 438 425 339 288 280 322 292 262 236 184 178 190 169 150 149 133 124 109 706 414 250 213 184 229 147 193 123 158 108 95.5 88.6 76.4 124 158 104 131
4.14 6.93 1.06 0.17 0.98 518 421 344 457 391 331 426 361 301 350 301 256 157 135 114 99.4 270 225 128 107 92.6 270 224 93.6 79.4 2180 1450 967 766 650 584 560 493 475 404 240 209 86.8 72.7 455 404 388 335
6.063 3.823 2.586 0.901 0.563 182 154.9 135.4 153.8 133.7 121.7 136.8 117.7 105.7 111.2 96.24 87.24 85.33 76.24 67.21 60.23 81.76 72.76 65.65 57.12 50.64 78.69 67.52 48.38 42.15 385 264.3 180.3 147.7 127.4 125.3 109.3 107.2 93.41 89.23 67.98 60.05 42.06 36.08 101 99.19 86.94 83.32
0 0.8 0 0 0 113 113 116 94.1 91.8 96.6 77.8 75.5 79.9 63.3 60.8 63.9 77.9 77.9 78.4 77.9 46.6 49.2 59.5 59.6 59 40.5 40.4 51.5 51 61.3 48.5 39 36.8 35.1 40.7 32.1 38.9 30.1 37 34.1 33.3 42.3 41..7 30.5 35.9 28.6 34
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
T (Tess) 350x350 T (Tess) 350x350 T (Tess) 350x250 T (Tess) 350x250 T (Tess) 350x175 T (Tess) 350x175 T (Tess) 300x300 T (Tess) 300x300 T (Tess) 300x300 T (Tess) 300x300 T (Tess) 300x300 T (Tess) 300x200 T (Tess) 300x200 T (Tess) 300x150 T (Tess) 300x150 T (Tess) 250x250 T (Tess) 250x250 T (Tess) 250x250 T (Tess) 250x250 T (Tess) 250x175 T (Tess) 250x125 T (Tess) 250x125 T (Tess) 200x200 T (Tess) 200x200 T (Tess) 200x200 T (Tess) 200x150 T (Tess) 200x100 T (Tess) 200x100 T (Tess) 175x175 T (Tess) 175x125 T (Tess) 175x90 T (Tess) 150x150 T (Tess) 150x100 T (Tess) 150x75 T (Tess) 125x125 T (Tess) 125x60 T (Tess) 100x100 T (Tess) 100x50 Kanal 75x40x5x7 Kanal 100x50x5x7.5 Kanal 125x65x6x8 Kanal 150x75x6.5x10 Kanal 150x75x9x12.5 Kanal 180x75x7x10.5 Kanal 200x70x7x10 Kanal 200x80x7.5x11 Kanal 200x90x8x13.5 Kanal 250x90x9x13
Version 5/1/2013,8:16 AM
Tabel Baja
172 169 170 168 175 173 152 150 150 149 147 149 147 150 149 125 125 124 122 122 125 124 104 100 100 97 100 99 87.5 84.5 87.5 75 74 75 62.5 62.5 50 50 75 100 125 150 150 180 200 200 200 250
348 351 250 249 175 174 301 305 300 299 302 201 200 150 149 255 250 249 252 175 125 124 202 204 200 150 100 99 175 125 90 150 100 75 125 60 100 50 40 50 65 75 75 75 70 80 90 90
10 13 9 8 7 6 11 15 10 9 12 9 8 6.5 5.5 14 9 8 11 7 6 5 10 12 8 6 5.5 4.5 7.5 5.5 5 7 6 5 6.5 6 6 5 5 5 6 6.5 9 7 7 7.5 8 9
16 13 14 12 11 9 17 15 15 14 12 14 12 9 8 14 14 13 11 11 9 8 16 12 12 9 8 7 11 8 8 10 9 7 9 8 8 7 7 7.5 8 10 12.5 10.5 10 11 13.5 13
57.3 53.1 39.8 34.6 24.8 20.7 52.9 52.9 47 43.5 42.3 32.7 28.4 18.4 16 41.1 36.2 33.2 32.3 22.1 14.8 12.8 32.8 28.1 24.9 15.3 10.7 9.1 20.1 11.6 9.05 15.8 10.5 7.01 11.9 6.61 8.6 4.65 6.92 9.36 13.4 18.6 24 21.4 21.1 24.6 30.3 34.6
1230 1420 1020 881 815 679 903 4110 798 715 858 662 572 464 393 589 412 364 445 289 248 208 251 256 184 125 114 93.8 115 74.1 70.7 66.4 51.7 42.6 35 27.5 16.1 11.8 75.9 189 425 864 1050 1380 1620 1950 2490 4180
5620 4690 1830 1540 492 396 3870 3550 3380 3120 2760 949 802 254 221 1940 1820 1670 1470 492 147 127 1100 851 801 254 67 56.8 492 131 48.7 282 75.3 24.7 147 14.6 66.9 7.39 12.4 26.9 65.5 122 147 137 113 177 286 306
4.11 4.59 4.48 4.48 5.08 5.08 3.66 4.05 3.65 3.59 3.99 3.99 3.97 4.45 4.39 3.36 2.99 2.93 3.29 3.2 3.63 3.57 2.45 2.67 2.41 2.53 2.9 2.84 2.12 2.24 2.48 1.82 1.93 2.18 1.52 1.81 1.21 1.41 2.93 3.98 4.99 6.04 5.86 7.13 7.77 7.89 8.03 9.74
8.78 8.33 6 5.92 3.95 3.88 7.57 7.26 7.51 7.51 7.16 4.77 4.71 3.29 3.29 6.09 6.29 6.29 5.98 4.18 2.79 2.79 5.13 4.88 5.02 3.61 2.22 2.21 4.38 2.97 2.06 3.75 2.37 1.66 3.11 1.32 2.47 1.12 1.19 1.5 1.96 2.27 2.19 2.24 2.04 2.38 2.72 2.64
84.7 104 73.1 64 59.3 50 71.4 92.5 63.7 57 72.3 55.2 48.2 40 33.8 59.4 39.5 34.9 45.3 29.1 25.6 21.3 29.5 32.4 22.3 15.8 14.8 12.1 15.9 10.9 10.4 10.8 8.84 7.46 6.91 5.96 4.03 3.18 20.2 37.8 68 115 140 154 162 195 249 335
323 267 146 124 56.2 45.5 257 233 225 209 183 94.4 80.2 33.8 29.7 152 146 134 117 56.3 23.5 20.5 109 83.4 80.1 33.8 13.4 11.5 56.2 20.9 10.8 37.6 15.1 6.59 23.5 4.86 13.4 2.96 4.54 7.82 14.4 23.6 28.3 25.5 21.8 30.8 45.9 46.5
73 67.63 50.76 44.08 31.57 26.34 67.41 67.39 59.89 55.4 53.83 41.68 36.19 23.39 20.4 52.34 46.09 42.35 41.03 28.12 18.83 16.34 41.85 35.77 31.77 19.51 13.58 11.59 25.61 14.83 11.52 20.07 13.42 8.925 15.16 8.418 10.95 5.925 8.818 11.92 17.11 23.71 30.59 27.2 26.92 31.33 38.63 44.07
26.7 32.1 30.9 30.2 37.5 37.1 25.5 30.3 24.7 23.6 28.4 29.1 28.3 34.1 32.6 25.8 20.8 19.8 23.9 22.7 27.8 26.3 19.1 20.9 17.3 17.9 22.9 21.4 15.5 16.3 19.3 13.7 15.5 17.9 11.9 16.4 10 12.8 37.5 50 62.5 75 75 90 100 100 100 125
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
Kanal 250x90x11x14.5 Kanal 300x90x9x13 Kanal 300x90x10x15.5 Kanal 300x90x12x16 Kanal 380x100x10.5x16 Kanal 380x100x13x20 Siku 40x40x3 Siku 40x40x5 Siku 45x45x4 Siku 50x50x4 Siku 50x50x6 Siku 60x60x4 Siku 60x60x5 Siku 65x65x6 Siku 65x65x8 Siku 75x75x6 Siku 75x75x9 Siku 75x75x12 Siku 90x90x6 Siku 90x90x7 Siku 90x90x10 Siku 90x90x13 Siku 100x100x7 Siku 100x100x10 Siku 100x100x13 Siku 120x120x8 Siku 130x130x9 Siku 130x130x12 Siku 130x130x15 Siku 150x150x10 Siku 150x150x12 Siku 150x150x15 Siku 150x150x19 Siku 175x175x12 Siku 175x175x15 Siku 200x200x15 Siku 200x200x20 Siku 200x200x25 Siku 200x200x29 Siku 250x250x25 Siku 250x250x35 DiE 10 DiE 12 DiE 14 DiE 15 DiE 16 DiE 18 DiE 20
Version 5/1/2013,8:16 AM
Tabel Baja
250 300 300 300 380 380 40 40 45 50 50 60 60 65 65 75 75 75 90 90 90 90 100 100 100 120 130 130 130 150 150 150 150 175 175 200 200 200 200 250 250 94 114 133 143 150 172 190
90 90 90 90 100 100 40 40 45 50 50 60 60 65 65 75 75 75 90 90 90 90 100 100 100 120 130 130 130 150 150 150 150 175 175 200 200 200 200 250 250 99 119 138 148 157 177 197
11 9 10 12 10.5 13 3 5 4 4 6 4 5 6 8 6 9 12 6 7 10 13 7 10 13 8 9 12 15 10 12 15 19 12 15 15 20 25 29 25 35 5 5 5.5 5.5 6 6.5 7
14.5 13 15.5 16 16 20 3 5 4 4 6 4 5 6 8 6 9 12 6 7 10 13 7 10 13 8 9 12 15 10 12 15 19 12 15 15 20 25 29 25 35 8 8 8.5 8.5 9 10 11
40.2 38.1 43.8 48.6 54.5 67.3 1.83 2.95 2.74 3.06 4.43 3.68 4.55 5.91 7.66 6.85 9.96 13 8.28 9.59 13.3 17 10.7 14.9 19.1 14.7 17.9 23.4 28.8 22.9 27.3 33.6 41.9 31.8 39.4 45.3 59.7 73.6 84.5 93.7 126 16.3 19.6 24.4 26.2 29.7 36.9 44.8
4690 6440 7400 7870 14500 17600 3.53 5.42 6.5 9.06 12.6 16 19.6 29.4 36.8 46.1 64.4 81.9 80.7 93 125 156 129 175 220 258 366 467 368 627 740 888 1090 1170 1440 2180 2820 3420 3866 6950 9110 327 598 1020 1280 1590 2600 3880
342 326 373 391 557 671 3.53 5.42 6.5 9.06 12.6 16 19.6 29.4 36.8 46.1 64.4 81.9 80.7 93 125 156 129 175 220 258 366 467 368 627 740 888 1090 1170 1440 2180 2820 3420 3866 6950 9110 130 225 373 460 584 925 1400
9.57 11.5 11.5 11.3 14.5 14.3 1.23 1.2 1.36 1.53 1.5 1.85 1.84 1.98 1.94 2.3 2.25 2.22 2.77 2.76 2.71 2.68 3.08 3.03 3 3.71 4.01 3.96 3.93 4.63 4.61 4.56 4.52 5.37 5.35 6.14 6.09 6.04 5.99 7.63 7.48 3.97 4.89 5.72 6.18 6.47 7.45 8.24
2.58 2.59 2.59 2.51 2.83 2.8 1.23 1.2 1.36 1.53 1.5 1.85 1.84 1.98 1.94 2.3 2.25 2.22 2.77 2.76 2.71 2.68 3.08 3.03 3 3.71 4.01 3.96 3.93 4.63 4.61 4.56 4.52 5.37 5.35 6.14 6.09 6.04 5.99 7.63 7.48 2.5 3 3.46 3.71 3.92 4.43 4.96
375 429 494 525 762 924 1.21 1.91 2 2.49 3.55 3.66 4.52 6.27 7.97 8.47 12.1 15.7 12.3 14.2 19.5 24.5 17.7 24.4 31.1 29.5 38.7 49.9 61.5 57.3 68.2 82.6 103 91.6 114 150 197 242 276 388 519 69.7 105 153 179 212 303 408
51.7 48 56 57.9 73.3 89.5 1.21 1.91 2 2.49 3.55 3.66 4.52 6.27 7.97 8.47 12.1 15.7 12.3 14.2 19.5 24.5 17.7 24.4 31.1 29.5 38.7 49.9 61.5 57.3 68.2 82.6 103 91.6 114 150 197 242 276 388 519 26.2 37.8 54.1 62.2 74.4 104 143
51.17 48.57 55.74 61.9 69.39 85.71 2.336 3.755 3.492 3.892 5.644 4.692 5.802 7.527 9.761 8.727 12.69 16.56 10.55 12.22 17 21.71 13.62 19 24.31 18.76 22.74 29.76 36.75 29.21 34.77 41.74 53.38 40.52 50.21 57.75 76 93.75 107.6 119.4 162.6 20.8 25 31.1 33.3 37.9 47 57
125 150 150 150 190 190 10.9 11.7 12.4 13.7 14.4 16.1 16.6 18.1 18.8 20.6 21.7 22.9 24.2 24.6 25.8 26.9 27.1 28.3 29.4 32.4 35.3 36.4 37.6 40.5 41.4 42.4 44 47.3 48.5 54.7 56.7 58.7 60.1 71 74.5 47 57 66.5 71.5 75 86 95
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
DiE 22 DiE 24 DiE 25 DiE 26 DiE 28 DiE 30 DiE 32 DiE 34 DiE 36 DiE 38 DiE 40 DiE 42,5 DiE 45 DiE 47,5 DiE 50 DiE 55 DiE 60 DiE 65 DiE 70 DiE 75 DiE 80 DiE 85 DiE 90 DiE 95 DiE 100 DiR 10 DiR 12 DiR 14 DiR 15 DiR 16 DiR 18 DiR 20 DiR 22 DiR 24 DiR 25 DiR 26 DiR 28 DiR 30 DiR 32 DiR 34 DiR 36 DiR 38 DiR 40 DiR 42,5 DiR 45 DiR 47,5 DiR 50 DiR 55
Version 5/1/2013,8:16 AM
Tabel Baja
211 229 240 250 267 289 308 330 348 370 388 415 438 465 488 539 588 638 688 738 792 842 892 942 992 112 132 164 174 182 202 220 240 260 274 288 310 336 356 376 392 412 428 453 474 499 520 570
217 237 247 257 277 297 297 297 297 297 297 297 297 297 297 297 297 297 297 297 298 298 298 298 298 104 124 148 158 167 187 206 226 246 257 269 289 311 310 310 309 309 308 308 306 305 305 305
7.3 7.8 8 8 8.3 8.8 9.5 10 10.5 11 11 11.5 12 12.5 13 13 14 14 15 15 16 17 17 17 17 10 10 16 16 16 16 16 16 17 18 20 21 23 23 23 23 23 22 22 21 21 21 21
11.5 12.5 13 13 13.5 14.5 16 17 18 19 20 21 22 23 24 24.5 26 26 28 28 30 32 32 32 32 17 17 24 24 25 25 26 26 28 30 32 35 38 40 40 40 40 40 40 40 40 40 40
51.4 60.9 65.8 68.5 76.4 87.7 97.9 105 113 120 126 135 143 152 161 168 185 190 210 216 237 260 266 273 280 34.6 41.5 71.3 76.3 83.5 93.8 107 114 134 153 172 201 235 247 251 253 257 257 261 261 265 268 276
5530 7740 9200 10430 13350 17960 22560 27620 32560 39140 45210 54680 64380 76350 88310 111980 144030 173010 218730 256390 320100 391020 446070 505350 568990 852 1500 3760 4610 5560 7930 10900 14560 20060 24800 30520 41250 56580 66880 76000 83590 93850 101880 116160 127970 144040 158050 195100
1960 2780 3270 3680 4780 6330 6990 7430 7870 8300 8740 9180 9620 10060 10490 10710 11370 11380 12250 12250 13270 14170 14170 14170 14170 315 535 1300 1580 1950 2730 3800 5010 6960 8500 10400 14100 19080 19900 19900 19710 19710 19520 19520 19140 19150 18960 18960
9.19 9 10.47 10.94 11.71 12.68 13.45 14.35 15.06 15.98 16.77 17.86 18.77 19.86 20.77 22.86 24.74 26.72 28.6 30.54 32.54 34.38 36.26 38.13 39.97 4.4 5.33 6.43 6.88 7.23 8.15 8.96 9.88 10.7 11.3 11.8 12.7 13.8 14.6 15.4 16.1 16.9 17.6 18.7 19.6 20.7 21.5 23.5
5.47 5.98 6.24 6.49 7.01 7.53 7.49 7.44 7.4 7.36 7.37 7.32 7.26 7.21 7.16 7.07 6.95 6.85 6.77 6.67 6.63 6.54 6.46 6.38 6.31 2.68 3.18 3.79 4.04 4.28 4.78 5.28 5.79 6.32 6.6 6.89 7.44 7.99 7.95 7.9 7.82 7.76 7.72 7.67 7.59 7.53 7.45 7.34
524 676 766 834 1000 1240 1460 1670 1870 2120 2330 2630 2940 3280 3620 4150 4900 5420 6360 6950 8080 9290 10000 10730 11470 152 227 459 530 611 785 991 1210 1540 1810 2120 2660 3370 3760 4040 4260 4560 4760 5130 5400 5770 6080 6850
181 234 265 286 345 426 471 500 530 559 589 618 648 677 707 722 766 766 825 825 890 951 951 951 951 61 87 176 200 233 292 369 443 566 662 773 976 1230 1280 1280 1280 1280 1270 1270 1250 1250 1240 1240
65.6 77.5 83.8 87.2 97.4 112 125 134 143 153 161 171 183 194 205 214 235 242 267 275 302 331 339 348 356 44 52.8 90.8 97.2 106 119 136 150 175 195 219 255 299 315 320 323 327 327 332 332 337 342 352
105.5 114.5 120 125 133.5 144.5 154 165 174 185 194 207.5 219 232.5 244 269.5 294 319 344 369 396 421 446 471 496 56 66 82 87 91 101 110 120 130 137 144 155 168 178 188 196 206 214 226.5 237 249.5 260 285
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
DiR 60 DiR 65 DiR 70 DiR 75 DiR 80 DiR 85 DiR 90 DiR 95 DiR 100 DiL 10 DiL 12 DiL 14 DiL 15 DiL 16 DiL 18 DiL 20 DiL 22 DiL 24 DiL 25 DiL 26 DiL 28 DiL 30 DiL 32 DiL 34 DiL 36 DiL 38 DiL 40 DiL 42,5 DiL 45 DiL 47,5 DiL 50 DiL 55 DiL 60
Version 5/1/2013,8:16 AM
Tabel Baja
616 666 712 762 812 858 908 958 1008 100 120 140 150 160 180 200 220 240 250 260 280 300 320 340 360 380 400 425 450 475 500 550 600
304 304 303 303 303 302 302 302 302 100 120 140 150 160 180 200 220 240 250 260 280 300 300 300 300 300 300 300 300 300 300 300 300
21 21 21 21 21 21 21 21 21 5 5 4.5 4.8 5 5.5 6 6.5 7 7.3 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14
40 40 40 40 40 40 40 40 40 11 11 12 12 13 14 15 16 17 17.5 18 19 20 21 22 23 24 25 26 27 28 29 30 31
284 292 299 308 316 324 332 340 349 21.2 25.4 31.5 33.9 39.2 47.5 56.6 66.4 77.3 82.9 88.6 101 114 121 128 136 143 151 159 168 177 186 197 210
232980 278580 324170 378760 738240 498180 567560 642220 722330 472 849 1480 1840 2420 3730 5520 7860 10920 12710 14720 19480 25250 30440 36180 42690 49880 57830 68400 80470 93580 108260 137890 172870
18780 18790 18610 18610 18620 18440 18450 18450 18450 184 317 549 676 888 1360 2000 2840 3920 4560 5270 6950 9000 9450 9900 10350 10810 11260 11710 12160 12610 13060 13520 13970
25.4 27.4 29.1 31.1 33 34.7 36.6 38.5 40.3 4.18 5.12 6.07 6.53 6.95 7.85 8.74 9.64 10.5 11 11.4 12.3 13.2 14 14.9 15.7 16.5 17.3 18.4 19.4 20.4 21.4 23.4 25.4
7.21 7.1 6.98 6.9 6.8 6.7 6.6 6.52 6.45 2.61 3.13 3.71 3.95 4.2 4.75 5.27 5.79 6.31 6.57 6.84 7.35 7.89 7.82 7.78 7.73 7.69 7.65 7.6 7.54 7.49 7.44 7.34 7.23
7560 8370 9130 9940 10790 11610 12500 13410 14330 94.3 142 211 246 302 414 551 714 909 1020 1130 1390 1680 1900 2130 2370 2620 2890 3220 3580 3940 4330 5010 5760
1240 1240 6.98 6.9 6.8 6.7 6.6 6.52 6.45 36.8 52.9 78.4 90.1 111 152 200 258 326 364 405 496 600 630 660 690 720 750 780 811 841 871 901 931
362 372 381 392 402 413 423 434 444 26.9 32.3 40.1 43.2 50 60.5 72.1 84.6 98.5 106 113 129 145 154 164 173 183 192 203 214 225 236 251 267
308 333 356 381 406 429 454 479 504 50 60 70 75 80 90 100 110 120 125 130 140 150 160 170 180 190 200 212.5 225 237.5 250 275 300
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
ey
Code
mm 21 25 29 33 37 41 45 49 53 58.5 59.5 62.5 65.5 68.5 71.5 74.5 77.5 81.5 85 89 92.5 100 107.5 13.1 13.3 13.7 14.2 14.5 15.5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
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Tabel Baja
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
16 17.5 18.4 19.2 20.1 21.4 22.3 23.6 25.3 27 26 24 23.5 26.5 151 150 149.5 151 150 150 151 150 150 151 150 150 101 100.5 100 99.5 150 150 100.5 100 99.5 150 149.5 100 99.5 216 208.5 203.5 202.5 201.5 204 200 202.5 199
Tabel Baja
30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
201 150 149.5 100 99.5 176 178.5 175 177 174 175.5 125 124.5 87.5 87 150.5 152.5 150 149.5 151 100.5 100 75 74.5 127.5 125 124.5 126 87.5 62.5 62 101 102 100 75 50 49.5 87.5 62.5 45 75 50 37.5 62.5 30 50 25 4.8
Tabel Baja
78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
5.1 6 6.4 7.3 7.6 8 8.4 8.9 9.2 10 10.8 11.2 11.6 12 12.8 13.6 14 14.5 14.9 15.6 15.6 16.4 17.2 16.9 17.7 18.5 18.5 19.3 20 19.7 20.5 21.3 20.9 21.3 22.1 22.9 22.6 23.4 24.1 24.8 25.4 26.2 26 28.1 28.2 29 29.8 32
Tabel Baja
126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
30.7 31.5 32.1 33.6 34.4 35.1 37 36.4 37.2 38 39.2 40 40.8 42.1 42.9 43.6 44.9 45.7 46.5 50.2 51 51.8 55.2 56 56.8 5 5.4 5.8 4.4 4.8 7 7.4 7.8 6.8 7.6 9.9 10.3 10.7 9.7 10.1 10.5 8 8.8 9.5 12.5 13.3 14.1 10.4
Tabel Baja
174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221
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Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
11.3 12 13.3 14.1 14.8 14.1 14.9 15.6 17 17.8 18.6 16.5 17.3 18.1 18.8 15.1 15.9 16.7 13.8 14.6 15.4 13.7 14.5 15.3 19.3 20.1 20.9 18.3 19.1 19.9 16.5 17.3 18.1 15.7 16.5 17.3 15.2 16 16.8 17.6 18.7 19.5 20.3 21 23.2 24 24.8 21.8
Tabel Baja
222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
22.6 23.4 20.3 21.1 21.9 15.7 16.5 17.4 18.2 23.4 24.2 25 20.1 21 21.8 22.6 23.4 22.7 25 21.1 15.4 15.4 15.5 16.8 16.8 16.8 16.9 18.6 18.6 18.6 18.6 18.6 18.7 17.2 17.2 10.6 10.6 7.5 7.3 8.2 8 9.1 8.8 10.3 10 9.7 20.8 12
Tabel Baja
270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317
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Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
14 7.5 8.6 4 4.1 151 150 149.5 151 150 150 151 150 150 151 150 150 101 100.5 100 99.5 150 150 100.5 100 99.5 150 149.5 100 99.5 216 208.5 203.5 202.5 201.5 204 200 202.5 199 201 150 149.5 100 99.5 176 178.5 175 177
Tabel Baja
318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
174 175.5 125 124.5 87.5 87 150.5 152.5 150 149.5 151 100.5 100 75 74.5 127.5 125 124.5 126 87.5 62.5 62 101 102 100 75 50 49.5 87.5 62.5 45 75 50 37.5 62.5 30 50 25 12.7 15.5 19.4 23.1 23.1 21.5 18.5 22.4 27.7 24.2
Tabel Baja
366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
23.9 22.3 23.3 22.5 24.1 25 10.9 11.7 12.4 13.7 14.4 16.1 16.6 18.1 18.8 20.6 21.7 22.9 24.2 24.6 25.8 26.9 27.1 28.3 29.4 32.4 35.3 36.4 37.6 40.5 41.4 42.4 44 47.3 48.5 54.7 56.7 58.7 60.1 71 74.5 49.5 59.5 69 74 78.5 88.5 98.5
Tabel Baja
414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
108.5 118.5 123.5 128.5 138.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 148.5 149 149 149 149 149 52 62 74 79 83.5 93.5 103 113 123 128.5 134.5 144.5 155.5 155 155 154.5 154.5 154 154 153 152.5 152.5 152.5
Tabel Baja
462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509
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Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Cdesign Counsultant
152 152 151.5 151.5 151.5 151 151 151 151 50 60 70 75 80 90 100 110 120 125 130 140 150 150 150 150 150 150 150 150 150 150 150 150
Tabel Baja
510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542
Version 5/1/2013,8:16 AM
Design by Teguh Santoso S.Pd Literature : Tabel Profil Kontruksi Baja
Daftar Faktor Tekuk w
Fe 310
Tabel untuk perhitungan tekuk Fe 360
Fe 430
Fe 510 l
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.011 1.004 1.010 1.016 1.022 1.028 1.035 1.041 1.047 1.054 1.060 1.067 1.073 1.080 1.087 1.094 1.101 1.108 1.115 1.123 1.130 1.137 1.145 1.153 1.161 1.168 1.176 1.185 1.193
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.004 1.011 1.017 1.024 1.031 1.038 1.045 1.052 1.059 1.066 1.073 1.081 1.088 1.096 1.103 1.111 1.119 1.127 1.135 1.144 1.152 1.161 1.169 1.178 1.187 1.196 1.205 1.215 1.224 1.234
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.015 1.022 1.030 1.037 1.045 1.052 1.060 1.068 1.076 1.084 1.092 1.100 1.108 1.117 1.126 1.134 1.143 1.152 1.162 1.171 1.181 1.190 1.200 1.210 1.220 1.231 1.241 1.252 1.263 1.274
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.036 1.044 1.053 1.061 1.070 1.079 1.089 1.098 1.107 1.117 1.127 1.137 1.147 1.158 1.168 1.179 1.190 1.201 1.212 1.224 1.236 1.248 1.260 1.273 1.286 1.299 1.312 1.326 1.339 1.354
a 30 31 32 33 34 35 36 37 38 39 40
l
1.000 0.992 0.984 0.975 0.967 0.959 0.951 0.942 0.934 0.962 0.918 a
51 52 53 54 55 56 57 58 59 60 l
0.827 0.819 0.810 0.802 0.794 0.786 0.777 0.769 0.761 0.753 a
71 72 73 74 75 76 77 78 79 80 l
0.662 0.654 0.645 0.637 0.629 0.621 0.612 0.604 0.596 0.588 a
91 92 93 94 95 96 97 98 99 100 l
0.497 0.489 0.481 0.472 0.464 0.456 0.448 0.439 0.431 0.423 a
111 112
0.343 0.337
51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106
1.201 1.210 1.218 1.227 1.236 1.245 1.254 1.263 1.272 1.282 1.292 1.301 1.311 1.321 1.332 1.342 1.353 1.363 1.374 1.385 1.397 1.408 1.420 1.432 1.444 1.456 1.469 1.481 1.494 1.507 1.521 1.534 1.548 1.562 1.576 1.591 1.606 1.621 1.637 1.652 1.668 1.685 1.702 1.719 1.736 1.754 1.772 1.790 1.809 1.828 1.848 1.868 1.889 1.910 1.931 1.953
1.244 1.254 1.264 1.274 1.284 1.295 1.306 1.317 1.328 1.339 1.351 1.363 1.375 1.387 1.399 1.412 1.425 1.438 1.451 1.465 1.478 1.492 1.507 1.521 1.536 1.552 1.567 1.583 1.599 1.616 1.632 1.650 1.667 1.685 1.703 1.722 1.741 1.761 1.781 1.801 1.822 1.844 1.866 1.888 1.911 1.935 1.959 1.984 2.009 2.036 2.062 2.090 2.118 2.147 2.177 2.208
1.285 1.297 1.308 1.320 1.333 1.345 1.357 1.370 1.383 1.397 1.410 4.424 1.438 1.453 1.467 1.482 1.498 1.513 1.529 1.546 1.562 1.579 1.597 1.614 1.633 1.651 1.670 1.690 1.710 1.730 1.751 1.772 1.794 1.817 1.840 1.863 1.888 1.913 1.938 1.964 1.991 2.019 2.048 2.077 2.107 2.138 2.170 2.203 2.237 2.272 2.308 2.346 2.389 2.435 2.482 2.530
1.368 1.383 1.398 1.413 1.429 1.445 1.462 1.479 1.496 1.514 1.532 1.551 1.570 1.589 1.609 1.630 1.651 1.672 1.694 1.717 1.740 1.765 1.789 1.815 1.841 1.868 1.895 1.924 1.953 1.983 2.015 2.047 2.080 2.225 2.150 2.187 2.225 2.264 2.305 2.348 2.397 2.450 2.504 2.558 2.613 2.688 2.724 2.780 2.837 2.895 2.953 3.012 3.071 3.131 3.192 3.253
113 114 115 116 117 118 119 120 l
0.331 0.325 0.320 0.314 0.309 0.304 0.299 0.294 a
131 132 133 134 135 136 137 138 139 140 l
0.246 0.243 0.239 0.236 0.232 0.229 0.225 0.222 0.219 0.216 a
151 152 153 154 155 156 157 158 159 160 l
0.186 0.183 0.181 0.178 0.176 0.174 0.172 0.169 0.167 0.165 a
171 172 173 174 175 176 177 178 179 180 l
0.145 0.143 0.142 0.140 0.138 0.137 0.135 0.134 0.132 0.131 a
191 192 193 194 195
0.116 0.115 0.114 0.112 0.111
107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162
1.976 1.999 2.022 2.047 2.071 2.097 2.123 2.149 2.176 2.204 2.233 2.263 2.293 2.324 2.356 2.394 2.433 2.473 2.513 2.553 2.594 2.635 2.676 2.718 2.760 2.802 3.845 2.888 2.931 2.975 3.019 3.063 3.107 3.152 3.197 3.243 3.289 3.335 3.381 3.428 3.475 3.523 3.571 3.619 3.667 3.716 3.765 3.814 3.864 3.914 3.964 4.015 4.066 4.117 4.169 4.221
2.239 2.272 2.305 2.340 2.375 2.421 2.464 2.508 2.552 2.597 2.642 2.687 2.733 2.779 2.826 2.873 2.920 2.968 3.016 3.064 3.113 3.162 3.212 3.262 3.312 3.363 3.414 3.465 3.517 3.570 3.622 3.675 3.729 3.783 3.837 3.892 3.947 4.002 4.058 4.114 4.170 4.227 4.285 4.342 4.401 4.459 4.518 4.577 4.637 4.697 4.757 4.818 4.879 4.941 5.003 5.065
2.578 2.626 2.675 2.724 2.774 2.824 2.875 2.926 2.978 3.030 3.082 3.135 3.189 3.242 3.297 3.351 3.406 3.462 3.518 3.575 3.632 3.689 3.747 3.805 3.864 3.923 3.983 4.043 4.104 4.165 4.226 4.288 4.350 4.413 4.476 4.540 4.604 4.669 4.734 4.800 4.866 4.932 4.999 5.066 5.134 5.202 5.271 5.340 5.410 5.480 5.550 5.621 5.692 5.764 5.836 5.909
3.314 3.377 3.439 3.503 3.567 3.631 3.697 3.762 3.829 3.895 3.963 4.031 4.100 4.169 4.238 4.309 4.380 4.451 4.523 4.596 4.669 4.743 4.817 4.892 4.968 5.044 5.121 5.198 5.276 5.354 5.434 5.513 5.593 5.674 5.755 5.837 5.920 6.003 6.087 6.171 6.256 6.341 6.427 6.514 6.601 6.688 6.777 6.866 6.955 7.045 7.136 7.227 7.319 7.411 7.504 7.598
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
4.273 4.326 4.379 4.432 4.485 4.539 4.593 4.648 4.703 4.758 4.813 4.869 4.925 4.982 5.039 5.096 5.153 5.211 5.269 5.327 5.386 5.445 5.504 5.564 5.624 5.684 5.745 5.806 5.867 5.929 5.991 6.053 6.116 6.178 6.242 6.305 6.369 6.433
5.128 5.191 5.254 5.318 5.382 5.447 5.512 5.578 5.643 5.710 5.776 5.843 5.911 5.978 6.046 6.115 6.184 6.253 6.323 6.393 6.463 6.534 6.605 6.677 6.749 6.821 6.894 6.967 7.041 7.115 7.189 7.264 7.339 7.414 7.490 7.566 7.643 7.720
5.982 6.056 6.130 6.205 6.280 6.355 6.431 6.507 6.584 6.661 6.739 6.817 6.896 6.975 7.054 7.134 7.214 7.295 7.377 7.458 7.540 7.623 7.706 7.790 7.874 7.958 8.043 8.128 8.214 8.300 8.387 8.474 8.562 8.650 8.738 8.827 8.917 9.007
7.692 7.786 7.881 7.977 8.074 8.171 8.268 8.366 8.465 8.564 8.664 8.765 8.866 8.967 9.070 9.172 9.276 9.328 9.484 9.589 9.695 9.801 9.908 10.015 10.123 10.232 10.341 10.451 10.561 10.672 10.783 10.895 11.008 11.121 11.235 11.349 11.464 11.580
Tabel untuk perhitungan tekuk l
a 41 42 43 44 45 46 47 48 49 50
l
0.909 0.901 0.893 0.885 0.876 0.868 0.860 0.852 0.843 0.835
a 61 62 63 64 65 66 67 68 69 70
l
0.744 0.736 0.728 0.720 0.711 0.703 0.695 0.687 0.678 0.670 a
81 82 83 84 85 86 87 88 89 90 l
0.580 0.571 0.563 0.555 0.547 0.538 0.530 0.522 0.514 0.505 a
101 102 103 104 105 106 107 108 109 110 l
0.415 0.407 0.399 0.391 0.384 0.377 0.370 0.363 0.356 0.350 a
121 122
0.289 0.284
123 124 125 126 127 128 129 130 l
0.280 0.275 0.271 0.266 0.262 0.258 0.254 0.250 a
141 142 143 144 145 146 147 148 149 150 l
0.213 0.210 0.207 0.204 0.201 0.198 0.196 0.193 0.191 0.188 a
161 162 163 164 165 166 167 168 169 170 l
0.163 0.161 0.159 0.157 0.155 0.153 0.152 0.150 0.148 0.146 a
181 182 183 184 185 186 187 188 189 190 l
0.129 0.128 0.126 0.125 0.124 0.122 0.121 0.120 0.118 0.117 a
196 197 198 199 200
0.110 0.109 0.108 0.107 0.106
Daftar Tekuk Kayu λ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
ω 1.00 1.01 1.01 1.02 1.03 1.03 1.04 1.05 1.06 1.06 1.07 1.08 1.09 1.09 1.10 1.11 1.12 1.13 1.14 1.15 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24 1.25 1.26 1.27 1.28 1.29 1.30 1.32 1.33 1.34 1.35 1.36 1.38 1.39 1.40 1.42 1.43 1.44 1.46 1.47
Kelas1 130 129 128 127 126 126 125 124 123 122 121 120 119 119 118 117 116 115 114 113 113 112 111 110 109 108 107 107 106 105 104 103 102 102 101 100 99 98 97 96 95 94 94 93 92 91 90 89 88
Kelas2 85 84 84 83 83 82 82 81 80 80 79 79 78 78 77 77 76 75 75 74 74 73 73 72 71 71 70 70 69 69 68 67 67 66 66 65 64 64 63 63 62 62 61 61 60 59 59 58 58
Kelas3 60 60 59 59 58 58 58 57 57 57 56 56 55 55 55 54 54 53 53 52 52 52 51 51 50 50 50 49 49 48 48 48 47 47 47 46 46 45 45 44 44 44 43 43 42 42 42 41 41
Kelas4 45 45 45 44 44 44 44 43 43 43 42 42 41 41 41 41 40 40 40 39 39 39 38 38 38 38 37 37 37 36 36 36 35 35 35 35 34 34 34 33 33 33 32 32 32 31 31 31 31
49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100
1.49 1.50 1.52 1.53 1.55 1.56 1.58 1.60 1.61 1.63 1.65 1.67 1.69 1.70 1.72 1.74 1.76 1.79 1.81 1.83 1.85 1.87 1.90 1.92 1.95 1.97 2.00 2.03 2.05 2.08 2.11 2.14 2.17 2.21 2.24 2.27 2.31 2.34 2.38 2.42 2.46 2.50 2.54 2.58 2.63 2.68 2.73 2.78 2.83 2.88 2.94 3.00
87 86 85 85 84 83 82 81 81 80 79 78 77 77 76 75 74 73 72 71 70 70 69 68 67 66 65 64 63 63 62 61 60 59 58 57 56 56 55 54 53 52 51 50 49 49 48 47 46 45 44 43
57 57 56 56 55 55 54 53 53 52 52 51 50 50 49 49 48 48 47 46 46 45 45 44 44 43 43 42 42 41 40 40 39 39 38 37 37 36 36 35 35 34 33 33 32 32 31 31 30 30 29 28
40 40 39 39 39 38 38 38 37 37 36 36 36 35 35 35 34 34 33 33 32 32 32 31 31 30 30 30 29 29 28 28 28 27 27 26 26 26 25 25 24 24 24 23 22 22 22 22 21 21 20 20
30 30 30 29 29 28 28 28 28 28 27 27 27 26 26 26 26 25 25 25 24 24 24 23 23 23 23 22 22 22 21 21 21 20 20 20 20 19 19 19 18 18 18 17 17 17 17 16 16 16 15 15
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150
3.07 3.14 3.21 3.28 3.35 3.43 3.50 3.57 3.65 3.73 3.81 3.89 3.97 4.05 4.13 4.21 4.29 4.38 4.46 4.55 4.64 4.73 4.84 4.91 5.00 5.09 5.19 5.28 5.38 5.48 5.57 5.67 5.77 5.88 5.98 6.08 6.19 6.29 6.40 6.51 6.62 6.73 6.84 6.95 7.07 7.18 7.30 7.41 7.53 7.65
42 41 41 40 39 38 37 36 36 35 34 33 33 32 32 31 30 30 29 29 28 28 27 27 26 26 25 25 24 24 23 23 23 22 22 21 21 21 20 20 20 19 19 19 18 18 18 18 17 17
28 27 26 26 25 25 24 24 23 23 22 22 21 21 21 20 20 19 19 19 18 18 18 17 17 17 16 16 16 15 15 15 15 15 14 14 14 14 13 13 13 13 12 12 12 12 12 11 11 11
20 19 19 18 18 18 17 17 16 16 16 15 15 15 15 14 14 14 13 13 13 13 12 12 12 12 12 11 11 11 11 11 10 10 10 10 10 10 9 9 9 9 9 9 9 8 8 8 8 8
15 14 14 14 13 13 13 13 12 12 12 12 11 11 11 11 11 10 10 10 10 10 9 9 9 9 9 9 8 8 8 8 8 8 8 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6
λ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150
ω 1 1.01 1.01 1.02 1.03 1.03 1.04 1.05 1.06 1.06 1.07 1.08 1.09 1.09 1.1 1.11 1.12 1.13 1.14 1.15 1.15 1.16 1.17 1.18 1.19 1.2 1.21 1.22 1.23 1.24 1.25 1.26 1.27 1.28 1.29 1.3 1.32 1.33 1.34 1.35 1.36 1.38 1.39 1.4 1.42 1.43 1.44 1.46 1.47
Kelas1 Kelas2 Kelas3 130 85 60 129 84 60 128 84 59 127 83 59 126 83 58 126 82 58 125 82 58 124 81 57 123 80 57 122 80 57 121 79 56 120 79 56 119 78 55 119 78 55 118 77 55 117 77 54 116 76 54 115 75 53 114 75 53 113 74 52 113 74 52 112 73 52 111 73 51 110 72 51 109 71 50 108 71 50 107 70 50 107 70 49 106 69 49 105 69 48 104 68 48 103 67 48 102 67 47 102 66 47 101 66 47 100 65 46 99 64 46 98 64 45 97 63 45 96 63 44 95 62 44 94 62 44 94 61 43 93 61 43 92 60 42 91 59 42 90 59 42 89 58 41 88 58 41
1.49 1.5 1.52 1.53 1.55 1.56 1.58 1.6 1.61 1.63 1.65 1.67 1.69 1.7 1.72 1.74 1.76 1.79 1.81 1.83 1.85 1.87 1.9 1.92 1.95 1.97 2 2.03 2.05 2.08 2.11 2.14 2.17 2.21 2.24 2.27 2.31 2.34 2.38 2.42 2.46 2.5 2.54 2.58 2.63 2.68 2.73 2.78 2.83 2.88 2.94 3
87 86 85 85 84 83 82 81 81 80 79 78 77 77 76 75 74 73 72 71 70 70 69 68 67 66 65 64 63 63 62 61 60 59 58 57 56 56 55 54 53 52 51 50 49 49 48 47 46 45 44 43
57 57 56 56 55 55 54 53 53 52 52 51 50 50 49 49 48 48 47 46 46 45 45 44 44 43 43 42 42 41 40 40 39 39 38 37 37 36 36 35 35 34 33 33 32 32 31 31 30 30 29 28
40 40 39 39 39 38 38 38 37 37 36 36 36 35 35 35 34 34 33 33 32 32 32 31 31 30 30 30 29 29 28 28 28 27 27 26 26 26 25 25 24 24 24 23 22 22 22 22 21 21 20 20
3.07 3.14 3.21 3.28 3.35 3.43 3.5 3.57 3.65 3.73 3.81 3.89 3.97 4.05 4.13 4.21 4.29 4.38 4.46 4.55 4.64 4.73 4.84 4.91 5 5.09 5.19 5.28 5.38 5.48 5.57 5.67 5.77 5.88 5.98 6.08 6.19 6.29 6.4 6.51 6.62 6.73 6.84 6.95 7.07 7.18 7.3 7.41 7.53 7.65
42 41 41 40 39 38 37 36 36 35 34 33 33 32 32 31 30 30 29 29 28 28 27 27 26 26 25 25 24 24 23 23 23 22 22 21 21 21 20 20 20 19 19 19 18 18 18 18 17 17
28 27 26 26 25 25 24 24 23 23 22 22 21 21 21 20 20 19 19 19 18 18 18 17 17 17 16 16 16 15 15 15 15 15 14 14 14 14 13 13 13 13 12 12 12 12 12 11 11 11
20 19 19 18 18 18 17 17 16 16 16 15 15 15 15 14 14 14 13 13 13 13 12 12 12 12 12 11 11 11 11 11 10 10 10 10 10 10 9 9 9 9 9 9 9 8 8 8 8 8
LUAS TULANGAN SENGKANG DALAM MM2 Jumlah kaki 2 Jarak 75 100 125 150 175 200
6 0.754 0.565 0.452 0.377 0.323 0.283
8 1.340 1.005 0.804 0.670 0.574 0.503
10 2.094 1.571 1.257 1.047 0.898 0.785
12 3.016 2.262 1.810 1.508 1.293 1.131
13 3.540 2.655 2.124 1.770 1.517 1.327
16 5.362 4.021 3.217 2.681 2.298 2.011
19 22 7.561 10.137 5.671 7.603 4.536 6.082 3.780 5.068 3.240 4.344 2.835 3.801
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
Nama perdagangan
Kelas kuat BD kering udara rata-rata (g/cm3) kg/m³
Kelas awet 8/12 kg/m
Bugis Rengas Rengas Burung Terentang Jelutung Pulai Damar Balsa Duren Salimuni Cemara Kempas (mengeris) Kranji Merbau Sindur Perupuk Binuang Balau Bangkirai Belangeran Giam (Resak Tembaga) Keruing Meranti putih Meranti merah Merawan Mersawa Petanang (Sum Sel Kapur) Rasak Sintok Coromandel Gadog Kemiri Berangan Pasang Saninten Hiya Bintangur(kapurnaga) Gerunggang Rasamala Bedaru Kiserah (medang) Ulin Tembesu talang Tembesu talang Putat Bungur
I - II II II - III III - IV III - IV IV - V III V II - III II - III I - II I - II I - II I - (II) II - III II - III
0.80 0.69 0.64 0.40 0.40 0.46 0.47 0.16 0.64 0.62 1.02 0.95 0.93 0.80 0.60 0.56
III - IV II II V V III - IV IV V IV - V I / II II - III III - IV I I - II IV - V IV - V
I - II I - II (I) - II I (I) - II II - IV II - IV II - III II - III II II (I) II I I V - (V) II - III I - II II I - II II - III III - IV II I II - III I I - II II I - II II - (III)
0.98 0.91 0.86 0.99 0.79 0.54 0.55 0.70 0.66 0.75 0.70 0.74 0.05 0.75 0.31 0.67 0.82 0.76 0.91 0.78 0.47 0.81 1.04 0.63 1.04 0.81 0.66 1.80 0.69
800.00 690.00 640.00 400.00 400.00 460.00 470.00 160.00 640.00 620.00 1020.00 950.00 930.00 800.00 600.00 560.00 0.00 980.00 910.00 860.00 990.00 790.00 540.00 550.00 700.00 660.00 750.00 700.00 740.00 50.00 750.00 310.00 670.00 820.00 760.00 910.00 780.00 470.00 810.00 1040.00 630.00 1040.00 810.00 660.00 1800.00 690.00
I I - II II(I - III) I III II - III II - III II - III IV III III III I II - III V III II - III III I - II III III II - III I III I I II - III II - III
7.68 6.624 6.144 3.84 3.84 4.416 4.512 1.536 6.144 5.952 9.792 9.12 8.928 7.68 5.76 5.376 0 9.408 8.736 8.256 9.504 7.584 5.184 5.28 6.72 6.336 7.2 6.72 7.104 0.48 7.2 2.976 6.432 7.872 7.296 8.736 7.488 4.512 7.776 9.984 6.048 9.984 7.776 6.336 17.28 6.624
47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91
Cempaka Waru gunung Mahoni daun kecil Mindi Surian Jeunging Raja bunga(Segawe) Weru Tempinis Ampupu Lara Kulin Petaling Linggua/sono kembang Sonokeling
III - IV III II - III II - III III - IV IV - V I - II (I) - II I I - II I I I - II II II
0.53 0.50 0.64 0.53 0.41 0.33 0.87 0.77 1.01 0.89 1.13 0.94 0.91 0.65 0.90
530.00 500.00 640.00 530.00 410.00 330.00 870.00 770.00 1010.00 890.00 1130.00 940.00 910.00 650.00 900.00
5.088 4.8 6.144 5.088 3.936 3.168 8.352 7.392 9.696 8.544 10.848 9.024 8.736 6.24 8.64
6/12 kg/m 7.68 6.624 6.144 3.84 3.84 4.416 4.512 1.536 6.144 5.952 9.792 9.12 8.928 7.68 5.76 5.376 0 9.408 8.736 8.256 9.504 7.584 5.184 5.28 6.72 6.336 7.2 6.72 7.104 0.48 7.2 2.976 6.432 7.872 7.296 8.736 7.488 4.512 7.776 9.984 6.048 9.984 7.776 6.336 17.28 6.624
5.088 4.8 6.144 5.088 3.936 3.168 8.352 7.392 9.696 8.544 10.848 9.024 8.736 6.24 8.64
Nilai µ 0 0.1 0.10567 0.15 0.2 0.22419 0.25 0.3 0.35 0.36757 0.4 0.45 0.5 0.58422 0.6 0.7 0.8 0.86396 0.9 1 1.30817 1.5 1.94988 2 2.5 3 3.46449 3.5 4 4.5 5 6.25 7.20036 7.5 8.75 10 50 50.5598
Struktur Tidak Bergoyang koef µ lk koef k 65.616 0 0.00728 54.724 6.5616 0.00728 54.724 6.8718 0.00868 43.64 9.2978 0.00868 47.768 11.48 0.00868 47.768 12.635 0.00902 36.58 13.868 0.00902 36.758 15.697 0.00902 36.744 17.535 0.00902 36.744 18.181 0.00852 26.652 19.372 0.00852 29.054 20.705 0.00852 22.459 22.158 0.00852 22.459 24.049 0.0105 19.454 24.404 0.0105 16.187 26.349 0.0105 13.217 27.968 0.0105 13.217 28.813 0.01231 12.293 29.289 0.01231 7.6412 30.519 0.01231 7.6412 32.873 0.01191 6.0718 34.339 0.01191 6.0718 37.071 0.01327 3.193 37.375 0.01327 2.2574 38.972 0.01327 1.5884 40.1 0.01327 1.5884 40.838 0.01746 1.318 40.895 0.01746 1.0482 41.554 0.01746 0.9582 42.078 0.01746 0.672 42.557 0.01746 0.32072 43.397 0.01746 0.32072 43.702 0.01798 0.48336 43.798 0.01798 0.39384 44.402 0.01798 0.02686 44.894 0.01798 0.91937 45.968 0.01798 0.91937 46.483 0.02151
Contoh Rumus Tidak goyang uA uB k Bergoyang uA uB k
Nilai k 0.5 0.54774 0.55 0.57105 0.58998 0.6 0.61112 0.62761 0.64418 0.65 0.66015 0.67151 0.68388 0.7 0.70372 0.72414 0.74113 0.75 0.75587 0.771 0.8 0.81746 0.85 0.85404 0.87523 0.89021 0.9 0.90098 0.91249 0.92164 0.93001 0.94468 0.95 0.95173 0.96259 0.97144 0.99075 1
6.5 43.4769 0.5 22.1576 32.817 0.79931 #NAME? 3 19.9944 5 26.3921 23.193 2.01071 #NAME?
Nilai µ 0 0.2 0.4 0.6 0.8 1 1.5 2 2.5 3 3.5 4 4.5 5 6 7 8 9 10 15 20 30 40 50 100
koef 8.643 8.643 9.0595 8.56 8.61 7.1218 5.638 5.415 4.4078 3.9502 3.1902 2.7116 2.9434 2.1967 1.7322 1.487 1.08 1.0969 0.57062 0.414 0.24562 0.10871 0.0628 0.03632
Struktur Bergoyang lk lk 0 0 1.7286 2.7029 3.4572 5.3151 5.2691 7.8737 6.9811 10.5577 8.7031 12.8799 12.264 15.5825 15.083 17.5344 17.7905 19.5247 19.9944 21.2554 21.9695 23.0748 23.5646 25.2867 24.9204 27.4115 26.3921 29.6216 28.5888 31.6659 30.321 33.6826 31.808 36.8596 32.888 38.7801 33.9849 40.14 36.838 40.998 38.908 42.4359 41.3642 43.234 42.4513 43.9393 43.0793 44.518 44.8953 44.8386 45.4065 45.7657 46.3884
truktur Bergoyang koef 0.13874 0.143557 0.146565 0.139717 0.035886 0.030835 0.042693 0.04187 0.04815 0.045803 0.09042 0.094127 0.090494 0.097833 0.099172 0.157381 0.260349 0.367674 0.582751 0.695459 1.252976 1.417836 1.728011 3.119152 4.402183 6.959911 8.029549
Nilai k 0 0.375 0.75 1.125 1.5 1.583333 1.666667 1.75 1.833333 1.916667 2 2.2 2.4 2.6 2.8 3 3.5 4 4.5 5 6 7 8 9 10 12.5 15 20
TABEL PIPA ( Pipa Baja Hitam & Pipa Baja Digalvanis merk SIO) Diameter Lubang Nominal inch mm 1/2" 3/4" 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 Note : Ix = p/64.D4 Zx = p/32.D3
15 20 25 32 40 50 65 80 100 125 150 200 250 300 355 400 400
Diameter Luar mm
Tebal
21.4 26.9 34.1 42.5 48.4 60.8 76.0 88.7 113.9 140.6 166.1 219.1 273.0 323.8 355.6 406.4 457.4
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.90 2.90 2.90 2.90 5.00 5.00 6.35 6.35 6.35 9.00
mm
Diameter Bersih mm 17.40 22.90 30.10 38.50 44.40 56.80 72.00 82.90 108.10 134.80 160.30 209.10 263.00 311.10 342.90 393.70 439.40
A
Berat
Ix
Zx
cm3
Kg/m
cm4
cm3
1.22 1.57 2.02 2.55 2.92 3.70 4.65 7.82 10.12 12.55 14.87 33.64 42.11 63.35 69.70 79.84 126.83
0.957 0.58 1.228 1.22 1.583 2.61 1.997 5.23 2.288 7.86 2.900 15.99 3.650 31.86 6.136 72.04 7.938 155.92 9.847 297.60 11.671 495.37 26.399 1928.82 33.044 3782.34 49.710 7983.77 54.689 10630.68 62.644 15975.73 62.644 31889.59
0.54 0.91 1.53 2.46 3.25 5.26 8.38 16.24 27.38 42.33 59.65 176.07 277.09 493.13 597.90 786.21 1394.39
