tabel struktur

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My doc/titip/jal/Design/Tabel Momen Kondisi 1.Terletak bebas ,2.Menerus atau terjepit elastis ly/lx Coefisien Momen Plat (C1) 1 2 3 4 5 6 7 1.000 44 36 48 22 51 31 1.100 52 42 55 28 54 38 1.200 59 46 61 34 57 45 1.300 66 50 67 41 59 53 1.400 73 53 71 48 60 59 1.500 78 56 76 55 61 66 1.600 84 58 79 62 62 72 1.700 88 59 82 68 62 78 1.800 93 60 84 74 63 83 1.900 97 61 86 80 63 88 2.000 100 62 88 85 63 92 2.100 103 62 89 89 63 96 2.200 106 62 90 93 63 99 2.300 108 63 91 97 63 102 2.400 110 63 92 100 63 105 2.500 112 63 92 103 63 108 2.600 125 63 94 125 63 125 ly/lx Coefisien Momen Plat (C2) 1 2 3 4 5 6 7 1.000 44 36 48 51 22 60 1.100 45 37 50 57 20 65 1.200 45 38 51 62 18 69 1.300 44 38 51 67 17 73 1.400 44 38 51 70 15 75 1.500 43 37 51 73 14 77 1.600 41 36 51 75 13 78 1.700 40 36 50 77 12 79 1.800 39 35 50 78 11 79 1.900 38 35 49 79 10 80 2.000 37 35 49 79 10 80 2.100 36 35 49 79 10 80 2.200 35 34 48 79 9 79 2.300 34 34 48 79 9 79 2.400 32 34 47 79 9 79 2.500 32 34 47 79 9 79 2.600 25 13 19 25 13 25

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Page 1: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

Kondisi 1.Terletak bebas ,2.Menerus atau terjepit elastisly/lx Coefisien Momen Plat (C1)

1 2 3 4 5 6 7 8

1.000 44 36 48 22 51 31 60

1.100 52 42 55 28 54 38 661.200 59 46 61 34 57 45 711.300 66 50 67 41 59 53 761.400 73 53 71 48 60 59 791.500 78 56 76 55 61 66 821.600 84 58 79 62 62 72 851.700 88 59 82 68 62 78 871.800 93 60 84 74 63 83 881.900 97 61 86 80 63 88 892.000 100 62 88 85 63 92 902.100 103 62 89 89 63 96 912.200 106 62 90 93 63 99 912.300 108 63 91 97 63 102 92

2.400 110 63 92 100 63 105 922.500 112 63 92 103 63 108 932.600 125 63 94 125 63 125 94

ly/lx Coefisien Momen Plat (C2)

1 2 3 4 5 6 7 8

1.000 44 36 48 51 22 60 31

1.100 45 37 50 57 20 65 301.200 45 38 51 62 18 69 28

1.300 44 38 51 67 17 73 27

1.400 44 38 51 70 15 75 251.500 43 37 51 73 14 77 241.600 41 36 51 75 13 78 221.700 40 36 50 77 12 79 21

1.800 39 35 50 78 11 79 201.900 38 35 49 79 10 80 192.000 37 35 49 79 10 80 18

2.100 36 35 49 79 10 80 172.200 35 34 48 79 9 79 17

2.300 34 34 48 79 9 79 162.400 32 34 47 79 9 79 16

2.500 32 34 47 79 9 79 152.600 25 13 19 25 13 25 12

Page 2: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

ly/lx Coefisien Momen Plat (C3)

1 2 3 4 5 6 7 8

1.000 0 36 48 51 0 60 0

1.100 0 37 50 57 0 65 01.200 0 38 51 62 0 69 01.300 0 38 51 67 0 73 01.400 0 38 51 70 0 75 01.500 0 37 51 73 0 77 01.600 0 36 51 75 0 78 01.700 0 36 50 77 0 79 01.800 0 35 50 78 0 79 01.900 0 35 49 79 0 80 02.000 0 35 49 79 0 80 02.100 0 34 49 79 0 80 02.200 0 34 48 79 0 79 02.300 0 34 48 79 0 79 02.400 0 34 47 79 0 79 02.500 0 34 47 79 0 79 02.600 0 38 56 75 0 75 0

ly/lx Coefisien Momen Plat (C4)

1 2 3 4 5 6 7 8

1 2 3 4 5 6 71.000 0 52 68 0 0 0 0

1.100 0 54 72 0 0 0 01.200 0 56 74 0 0 0 01.300 0 57 76 0 0 0 01.400 0 57 77 0 0 0 01.500 0 57 77 0 0 0 01.600 0 57 78 0 0 0 01.700 0 57 78 0 0 0 01.800 0 57 78 0 0 0 01.900 0 57 78 0 0 0 02.000 0 57 79 0 0 0 02.100 0 57 79 0 0 0 02.200 0 57 79 0 0 0 02.300 0 57 79 0 0 0 02.400 0 57 79 0 0 0 02.500 0 57 79 0 0 0 02.600 0 57 79 0 0 0 0

Page 3: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

9 10

38 1346 4853 5159 5565 5769 5873 6077 6180 6283 6285 6286 6387 6388 63

89 63 1 I90 63 Mly=0.001*qlx2*C94 63

2 IIMly=0.001*qlx2*C

9 10 -Mty=0.001*qlx2*C

43 38 3 III46 39 Mly=0.001*qlx2*C48 38 -Mty=0.001*qlx2*C

50 38

51 37 4 IVA51 36 Mly=0.001*qlx2*C51 36 -Mty=0.001*qlx2*C51 35

50 35 5 IVB50 34 Mly=0.001*qlx2*C50 34

49 34 6 VA49 33 Mly=0.001*qlx2*C

48 33 -Mty=0.001*qlx2*C48 33

48 33 7 VB19 13 Mly=0.001*qlx2*C

Mlx=0.001*qlx2*C

Mlx=-Mtx=0.001*qlx2*C

Mlx=-Mtx=0.001*qlx2*C

Mlx=0.001*qlx2*C

Mlx=-Mtx=0.001*qlx2*C

Mlx=0.001*qlx2*C

Mlx=-Mtx=0.001*qlx2*C

Page 4: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

Coefisien Momen Plat (C3) 8 VIA9 10 Mly=0.001*qlx2*C

-Mty=0.001*qlx2*C43 38

46 39 9 VIB48 38 Mly=0.001*qlx2*C50 38 -Mty=0.001*qlx2*C51 3751 3651 3651 3550 3550 3450 3449 3449 3348 3348 3348 3356 38

Coefisien Momen Plat (C4)

9 10

8 960 5565 5769 5772 5774 5876 5777 5778 5778 5778 5778 5778 5778 5778 5778 5779 5779 57

Mlx=-Mtx=0.001*qlx2*C

Mlx=-Mtx=0.001*qlx2*C

Page 5: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

Struktur Tidak Bergoyang

KOEF C2 KOL bundar persegi Nilai µ koef µ lk koef k

0.00 4.00 4.40 0 65.616 0 0.00728

0.01 4.46 4.91 0.1 54.724 6.5616 0.00728

0.02 4.92 5.42 0.10567 54.724 6.8718 0.00868

0.03 5.38 5.93 0.15 43.64 9.2978 0.00868

0.04 5.84 6.44 0.2 47.768 11.48 0.00868

0.05 5.86 6.45 0.22419 47.768 12.635 0.00902

0.06 5.95 6.55 0.25 36.58 13.868 0.00902

0.07 6.04 6.65 0.3 36.758 15.697 0.00902

0.08 6.14 6.76 0.35 36.744 17.535 0.00902

0.09 6.23 6.86 0.36757 36.744 18.181 0.00852

0.10 6.32 6.96 0.4 26.652 19.372 0.00852

0.11 6.36 7.01 0.45 29.054 20.705 0.00852

0.12 6.41 7.05 0.5 22.459 22.158 0.00852

0.13 6.45 7.10 0.58422 22.459 24.049 0.0105

0.14 6.50 7.14 0.6 19.454 24.404 0.0105

0.15 6.54 7.19 0.7 16.187 26.349 0.0105

0.16 6.56 7.21 0.8 13.217 27.968 0.0105

0.17 6.59 7.24 0.86396 13.217 28.813 0.01231

0.18 6.61 7.26 0.9 12.293 29.289 0.01231

0.19 6.64 7.29 1 7.6412 30.519 0.01231

0.20 6.66 7.32 1.30817 7.6412 32.873 0.01191

0.21 6.68 7.34 1.5 6.0718 34.339 0.01191

0.22 6.69 7.35 1.94988 6.0718 37.071 0.01327

0.23 6.71 7.37 2 3.193 37.375 0.01327

0.24 6.72 7.38 2.5 2.2574 38.972 0.01327

0.25 6.74 7.41 3 1.5884 40.1 0.01327

0.26 6.75 7.42 3.46449 1.5884 40.838 0.01746

0.27 6.76 7.43 3.5 1.318 40.894 0.01746

0.28 6.77 7.45 4 1.0482 41.553 0.01746

0.29 6.78 7.46 4.5 0.9582 42.078 0.01746

0.30 6.79 7.47 5 0.672 42.557 0.01746

0.31 6.80 7.48 6.25 0.32072 43.397 0.01746

0.32 6.81 7.49 7.20036 0.32072 43.702 0.01798

0.33 6.81 7.50 7.5 0.48336 43.798 0.01798

0.34 6.82 7.51 8.75 0.39384 44.402 0.01798

0.35 6.83 7.52 10 0.02686 44.894 0.01798

0.36 6.84 7.53 50 0.91937 45.968 0.01798

0.37 6.84 7.53 50.5598 0.91937 46.483 0.02151

0.38 6.85 7.54

0.39 6.85 7.54 Contoh Rumus

0.40 6.86 7.55 Tidak goyang

Page 6: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

0.41 6.87 7.56 uA 6.5 43.4769

0.42 6.87 7.56 uB 0.5 22.1576

0.43 6.88 7.57 k 32.817 0.79931

0.44 6.88 7.57 Bergoyang

0.45 6.89 7.58 uA 3 19.9944

0.46 6.90 7.58 uB 5 26.3921

0.47 6.90 7.59 k 23.193 2.01071

0.48 6.91 7.59

0.49 6.91 7.60

0.50 6.92 7.60

0.51 6.92 7.60

0.52 6.92 7.61

0.53 6.93 7.61

0.54 6.93 7.61

0.55 6.93 7.62

0.56 6.93 7.62

0.57 6.93 7.62

0.58 6.94 7.62

0.59 6.94 7.63

0.60 6.94 7.63

0.61 6.94 7.63

0.62 6.94 7.63

0.63 6.95 7.64

0.64 6.95 7.64

0.65 6.95 7.64

0.66 6.95 7.64

0.67 6.95 7.64

0.68 6.96 7.65

0.69 6.96 7.65

0.70 6.96 7.65

0.71 6.96 7.65

0.72 6.96 7.65

0.73 6.97 7.66

0.74 6.97 7.66

0.75 6.97 7.66

0.76 6.97 7.66

0.77 6.97 7.66

0.78 6.98 7.67

0.79 6.98 7.67

0.80 6.98 7.67

0.81 6.98 7.67

0.82 6.98 7.67

0.83 6.98 7.68

0.84 6.98 7.68

AC44
Pramono: Set White Text
Page 7: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

0.85 6.99 7.68

0.86 6.99 7.68

0.87 6.99 7.68

0.88 6.99 7.69

0.89 6.99 7.69

0.90 6.99 7.69

0.91 6.99 7.69

0.92 6.99 7.69

0.90 6.99 7.69

0.91 6.99 7.69

0.92 6.99 7.69

0.93 6.99 7.69

0.94 6.99 7.69

0.95 7.00 7.70

0.96 7.00 7.70

0.97 7.00 7.70

0.98 7.00 7.70

0.99 7.00 7.70

1.00 7.00 7.70

Page 8: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

Page 9: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

Page 10: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

Struktur Tidak Bergoyang Struktur Bergoyang

Nilai k Nilai µ koef lk lk koef Nilai k

0.5 0 8.643 0 0 0.13874 0

0.54774 0.2 8.643 1.7286 2.7029 0.143557 0.375

0.55 0.4 9.0595 3.4572 5.3151 0.146565 0.75

0.57105 0.6 8.56 5.2691 7.8737 0.139717 1.125

0.58998 0.8 8.61 6.9811 10.5577 0.035886 1.5

0.6 1 7.1218 8.7031 12.8799 0.030835 1.583333

0.61112 1.5 5.638 12.264 15.5825 0.042693 1.666667

0.62761 2 5.415 15.083 17.5344 0.04187 1.75

0.64418 2.5 4.4078 17.7905 19.5247 0.04815 1.833333

0.65 3 3.9502 19.9944 21.2554 0.045803 1.916667

0.66015 3.5 3.1902 21.9695 23.0748 0.09042 2

0.67151 4 2.7116 23.5646 25.2867 0.094127 2.2

0.68388 4.5 2.9434 24.9204 27.4115 0.090494 2.4

0.7 5 2.1967 26.3921 29.6216 0.097833 2.6

0.70372 6 1.7322 28.5888 31.6659 0.099172 2.8

0.72414 7 1.487 30.321 33.6826 0.157381 3

0.74113 8 1.08 31.808 36.8596 0.260349 3.5

0.75 9 1.0969 32.888 38.7801 0.367674 4

0.75587 10 0.57062 33.9849 40.14 0.582751 4.5

0.771 15 0.414 36.838 40.998 0.695459 5

0.8 20 0.24562 38.908 42.4359 1.252976 6

0.81746 30 0.10871 41.3642 43.234 1.417836 7

0.85 40 0.0628 42.4513 43.9393 1.728011 8

0.85404 50 0.03632 43.0793 44.518 3.119152 9

0.87523 100 44.8953 44.8386 4.402183 10

0.89021 45.4065 6.959911 12.5

0.9 45.7657 8.029549 15

0.90098 46.3884 20

0.91249

0.92164

0.93001

0.94468

0.95

0.95173

0.96259

0.97144

0.99075

1

Page 11: Tabel struktur

My doc/titip/jal/Design/Tabel Momen

Err:511

Err:511

Page 12: Tabel struktur

Lampiran

Cdesign

KOEFISIEN PLAT

1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 2.1 2.2 2.3 2.4 2.5 >2.5I Mlx 44 52 59 66 73 78 84 88 93 97 100 103 106 108 110 112 125

Mly 44 45 45 44 44 43 41 40 39 38 37 36 35 34 33 32 25II Mlx 21 25 28 31 34 36 37 38 40 40 41 41 41 42 42 42 42

Mly 21 21 20 19 18 17 16 14 13 12 12 11 11 11 10 10 8Mtx 52 59 64 69 73 76 79 81 82 83 83 83 83 83 83 83 3Mty 52 54 56 57 57 57 57 57 57 57 57 57 57 57 57 57 57

III Mlx 28 33 38 42 45 48 51 53 55 57 58 59 59 60 61 61 63Mly 28 28 28 27 26 25 23 23 22 21 19 18 17 17 16 16 13Mtx 68 77 85 92 98 103 107 111 113 116 118 119 120 121 122 122 125Mty 68 72 74 76 77 77 78 78 78 78 79 79 79 79 79 79 79

IVA Mlx 22 28 34 42 49 55 62 68 74 80 85 89 93 97 100 103 125Mly 32 35 37 39 40 41 41 41 41 40 39 38 37 36 35 35 25Mty 70 79 87 94 100 105 109 112 115 117 119 120 121 122 123 123 125

IVB Mlx 32 34 36 38 39 40 41 41 42 42 42 42 42 42 42 42 42Mly 22 20 18 17 15 14 13 12 11 10 10 10 9 9 9 9 8Mtx 70 74 77 79 81 82 83 84 84 84 84 84 83 83 83 83 83

VA Mlx 31 38 45 53 60 66 72 78 83 88 92 96 99 102 105 108 125Mly 37 39 41 41 42 42 41 41 40 39 38 37 36 35 34 33 25Mty 84 92 99 104 109 112 115 117 119 121 122 122 123 123 124 124 125

VB Mlx 37 41 45 48 51 53 55 56 58 59 60 60 60 61 61 62 63Mly 31 30 28 27 25 24 22 21 20 19 18 17 17 16 16 15 13Mtx 84 92 98 103 108 111 114 117 119 120 121 122 122 123 123 124 125

VIA Mlx 21 26 31 36 40 43 46 49 51 53 55 56 57 58 59 60 63

Mly 26 27 28 28 27 26 25 23 22 21 21 20 20 19 19 18 13

Mtx 55 65 74 82 89 94 99 103 106 110 114 116 117 118 119 120 125

Mty 60 65 69 72 74 76 77 78 78 78 78 78 78 78 78 79 79VIB Mlx 26 29 32 35 36 38 39 40 40 41 41 42 42 42 42 42 42

Mly 21 20 19 18 17 15 14 13 12 12 11 11 10 10 10 10 8Mtx 60 66 71 74 77 79 80 82 83 83 83 83 83 83 83 83 83Mty 55 57 57 57 58 57 57 57 57 57 57 57 57 57 57 57 57

= Terletak bebas

lylx

lylx

lylx

lylx

lylx

lylx

lylx

lylx

lylx

Page 13: Tabel struktur

MUTU BAJA (menurut PBI 1971)

Tegangan leleh baja (kg/cm2)U - 22 baja lunak 2200 kg/cm2U - 24 baja lunak 2400 kg/cm2U - 32 baja sedang 3200 kg/cm2U - 39 baja keras 3900 kg/cm2U - 48 baja keras 4800 kg/cm2

Tegangan tarik/tekan yang diijinkan (kg/cm2)beban tetap beban sementara

U - 22 1250 1800U - 24 1400 2000U - 32 1850 2650U - 39 2250 3200U - 48 2750 4000Umum 0.58 x teg.leleh 0.83 x teg.lelehteg.leleh 2200 3900Umum 1276 3237

Kekuatan tarik/tekan baja rencana (kg/cm2)U - 22 1910U - 24 2080U - 32 2780U - 39 3390U - 48 4170Umum 0.87 x teg.lelehteg.leleh 4800Umum 4176

MUTU BETON (menurut PBI 1971)

Page 14: Tabel struktur

K125 struktur 125 kg/cm2K175 struktur 175 kg/cm2K225 struktur 225 kg/cm2

Tegangan beton yang diijinkan (PBI 1971)

Mutu Tegangan yang diijinkan (kg/cm2)beban tetap beban sementara

Kuat tekan B1 K125 K175 K225 Umum B1 K125 K175 K225 UmumKarakteristik 100 125 175 225 100 125 175 225Lenturan tanpa dan/atau dgn gayanormal :Tekan 35 40 60 75 55 70 100 125Tarik 5 5.5 6.5 7 7 7.5 9 10Gaya aksialTekan 35 40 60 75 55 70 100 125Tarik 4 4 5 5.5 5 5.5 6.5 7.5Geser oleh lenturatau puntir :Tanpa tul geser 4.5 5 5.5 6.5 7 7.5 9 10Dgn tul geser 11 12 14 16 17 19 22 25Geser oleh lenturdengan puntir :Tanpa tul geser 5.5 6 7 8 8.5 9.5 11 13Dgn tul geser 14 15 18 20 21 24 28 32Geser pons padapenampang kritisTanpa tul geser 6.5 7.5 8.5 10 10 11 13 15Dgn tul geser 13 15 17 20 20 22 26 30

Page 15: Tabel struktur

Eo/ht C₂Baja Lunak Baja Keras Penampang = PERSEGI

0.00 4 4.40 C₁ = 10.01 4.46 4.910.02 4.92 5.420.03 5.38 5.930.04 5.84 6.440.05 5.86 6.450.06 5.952 6.550.07 6.044 6.650.08 6.136 6.760.09 6.228 6.860.10 6.32 6.960.11 6.364 7.010.12 6.408 7.050.13 6.452 7.100.14 6.496 7.140.15 6.54 7.190.16 6.564 7.210.17 6.588 7.240.18 6.612 7.260.19 6.636 7.290.20 6.66 7.320.21 6.676 7.340.22 6.692 7.350.23 6.708 7.370.24 6.724 7.380.25 6.74 7.410.26 6.75 7.420.27 6.76 7.430.28 6.77 7.450.29 6.78 7.460.30 6.79 7.470.31 6.798 7.480.32 6.806 7.490.33 6.814 7.500.34 6.822 7.510.35 6.83 7.520.36 6.836 7.530.37 6.842 7.530.38 6.848 7.540.39 6.854 7.540.40 6.86 7.550.41 6.866 7.560.42 6.872 7.560.43 6.878 7.570.44 6.884 7.570.45 6.89 7.58

Page 16: Tabel struktur

0.46 6.896 7.580.47 6.902 7.590.48 6.908 7.590.49 6.914 7.600.50 6.92 7.600.51 6.922 7.600.52 6.924 7.610.53 6.926 7.610.54 6.928 7.610.55 6.93 7.620.56 6.932 7.620.57 6.934 7.620.58 6.936 7.620.59 6.938 7.630.60 6.94 7.630.61 6.942 7.630.62 6.944 7.630.63 6.946 7.640.64 6.948 7.640.65 6.95 7.640.66 6.952 7.640.67 6.954 7.640.68 6.956 7.650.69 6.958 7.650.70 6.96 7.650.71 6.962 7.650.72 6.964 7.650.73 6.966 7.660.74 6.968 7.660.75 6.97 7.660.76 6.972 7.660.77 6.974 7.660.78 6.976 7.670.79 6.978 7.670.80 6.98 7.670.81 6.981 7.670.82 6.982 7.670.83 6.983 7.680.84 6.984 7.680.85 6.985 7.680.86 6.986 7.680.87 6.987 7.680.88 6.988 7.690.89 6.989 7.690.90 6.99 7.690.91 6.991 7.690.92 6.992 7.690.90 6.99 7.69

Page 17: Tabel struktur

0.91 6.991 7.690.92 6.992 7.690.93 6.993 7.690.94 6.994 7.690.95 6.995 7.700.96 6.996 7.700.97 6.997 7.700.98 6.998 7.700.99 6.999 7.701.00 7 7.70

Page 18: Tabel struktur

Cdesign Consultant Tabel Beton

Version 04/08/2023, 06:20:33 Design by Teguh Santoso SPdLiterature : Diktat SKSNI 1991

TABELMENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu

Mutu beton (Mpa) 20 K175/K225Mutu baja (Mpa) 240 U24/U32

Diameter Jarak Nilai vu (TON) untuk lebar balok b (mm)sengkang sengkang 130 250 300 350 400 450 500 550

mm mm8 75 1.9312 1.2189 1.0903 0.9984 0.9295 0.8759 0.8331 0.79808 100 1.5602 1.0260 0.9295 0.8606 0.8089 0.7687 0.7366 0.71038 125 1.3376 0.9102 0.8331 0.7779 0.7366 0.7044 0.6787 0.65778 150 1.1892 0.8331 0.7687 0.7228 0.6884 0.6616 0.6401 0.62268 175 1.0832 0.7779 0.7228 0.6834 0.6539 0.6309 0.6126 0.59758 200 1.0037 0.7366 0.6884 0.6539 0.6281 0.6080 0.5919 0.57888 225 0.9419 0.7044 0.6616 0.6309 0.6080 0.5901 0.5758 0.56418 250 0.8924 0.6787 0.6401 0.6126 0.5919 0.5758 0.5630 0.55248 275 0.8519 0.6577 0.6226 0.5975 0.5788 0.5641 0.5524 0.54298 300 0.8182 0.6401 0.6080 0.5850 0.5678 0.5544 0.5437 0.5349

10 75 2.7660 1.6530 1.4520 1.3085 1.2008 1.1171 1.0501 0.995310 100 2.1863 1.3515 1.2008 1.0932 1.0124 0.9496 0.8994 0.858310 125 1.8385 1.1707 1.0501 0.9640 0.8994 0.8491 0.8089 0.776110 150 1.6066 1.0501 0.9496 0.8778 0.8240 0.7821 0.7487 0.721210 175 1.4410 0.9640 0.8778 0.8163 0.7702 0.7343 0.7056 0.682110 200 1.3168 0.8994 0.8240 0.7702 0.7298 0.6984 0.6733 0.652710 225 1.2201 0.8491 0.7821 0.7343 0.6984 0.6705 0.6482 0.629910 250 1.1428 0.8089 0.7487 0.7056 0.6733 0.6482 0.6281 0.611610 275 1.0796 0.7761 0.7212 0.6821 0.6527 0.6299 0.6116 0.596710 300 1.0269 0.7487 0.6984 0.6625 0.6356 0.6147 0.5979 0.584212 75 3.7862 2.1835 1.8941 1.6874 1.5324 1.4118 1.3154 1.236412 100 2.9515 1.7494 1.5324 1.3774 1.2611 1.1707 1.0983 1.039112 125 2.4506 1.4890 1.3154 1.1913 1.0983 1.0260 0.9681 0.920712 150 2.1167 1.3154 1.1707 1.0673 0.9898 0.9295 0.8813 0.841812 175 1.8782 1.1913 1.0673 0.9787 0.9123 0.8606 0.8193 0.785512 200 1.6993 1.0983 0.9898 0.9123 0.8542 0.8089 0.7728 0.743212 225 1.5602 1.0260 0.9295 0.8606 0.8089 0.7687 0.7366 0.710312 250 1.4489 0.9681 0.8813 0.8193 0.7728 0.7366 0.7077 0.684012 275 1.3579 0.9207 0.8418 0.7855 0.7432 0.7103 0.6840 0.662512 300 1.2820 0.8813 0.8089 0.7573 0.7185 0.6884 0.6643 0.6445

Catatan : 2.2361vu 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

Page 19: Tabel struktur

Cdesign Consultant Tabel Beton

Version 04/08/2023, 06:20:33 Design by Teguh Santoso SPdLiterature : Diktat SKSNI 1991

TABELMENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu

Mutu beton (Mpa) 20 K175/K225Mutu baja (Mpa) 240 U24/U32

Diameter Jarak Nilai vu (KG) untuk lebar balok b (mm)sengkang sengkang 130 150 200 250 300 350 400 450 500 550

mm mm8 75 2 173 141 122 109 100 93 88 83 808 100 156 141 117 103 93 86 81 77 74 718 125 134 122 103 91 83 78 74 70 68 668 150 119 109 93 83 77 72 69 66 64 628 175 108 100 86 78 72 68 65 63 61 608 200 100 93 81 74 69 65 63 61 59 588 225 94 88 77 70 66 63 61 59 58 568 250 89 83 74 68 64 61 59 58 56 558 275 85 80 71 66 62 60 58 56 55 548 300 82 77 69 64 61 59 57 55 54 53

10 75 277 246 195 165 145 131 120 112 105 10010 100 219 195 158 135 120 109 101 95 90 8610 125 184 165 135 117 105 96 90 85 81 7810 150 161 145 120 105 95 88 82 78 75 7210 175 144 131 109 96 88 82 77 73 71 6810 200 132 120 101 90 82 77 73 70 67 6510 225 122 112 95 85 78 73 70 67 65 6310 250 114 105 90 81 75 71 67 65 63 6110 275 108 100 86 78 72 68 65 63 61 6010 300 103 95 82 75 70 66 64 61 60 5812 75 379 334 262 218 189 169 153 141 132 12412 100 295 262 207 175 153 138 126 117 110 10412 125 245 218 175 149 132 119 110 103 97 9212 150 212 189 153 132 117 107 99 93 88 8412 175 188 169 138 119 107 98 91 86 82 7912 200 170 153 126 110 99 91 85 81 77 7412 225 156 141 117 103 93 86 81 77 74 7112 250 145 132 110 97 88 82 77 74 71 6812 275 136 124 104 92 84 79 74 71 68 6612 300 128 117 99 88 81 76 72 69 66 64

Catatan : 223.6068vu 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) 0.1875Vu = 0.1875

Page 20: Tabel struktur

FY D kaki d s vs Av2400 50 2 8 7.5 16084.95 1.340413 H50 ; d8-75 ; 1.34mm2 ; 16084kg(2)2400 50 2 8 10 12063.72 1.00531 H50 ; d8-100 ; 1.005mm2 ; 12063kg(2)2400 50 2 8 12.5 9650.973 0.804248 H50 ; d8-125 ; 0.804mm2 ; 9650kg(2)2400 50 2 8 15 8042.477 0.670206 H50 ; d8-150 ; 0.67mm2 ; 8042kg(2)2400 50 2 8 17.5 6893.552 0.574463 H50 ; d8-175 ; 0.574mm2 ; 6893kg(2)2400 50 2 8 20 6031.858 0.502655 H50 ; d8-200 ; 0.502mm2 ; 6031kg(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)H50 ; d8-175 ; 0.574mm2 ; 6893kg(2)H50 ; d8-200 ; 0.502mm2 ; 6031kg(2)

Page 21: Tabel struktur

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)

Page 22: Tabel struktur

PERHITUNGAN GESER BALOK

Mutu Bahan :Beton : 15 MpaBaja : 240 Mpa

Tul utama : 12 mmSengkang : 8 mm

No Dimensi Balok D Jumlah kaki jarak Vc VsB ( cm ) H ( cm ) cm mm kg kg kg

1 13 25 20.6 2 75 1729 6624 50112 13 25 20.6 2 100 1729 4968 40183 13 25 20.6 2 150 1729 3312 30244 20 25 20.6 2 200 2659 2484 3086

5 20 40 35.6 2 75 4596 11447 96266 20 40 35.6 2 100 4596 8585 79097 20 40 35.6 2 150 4596 5723 61928 20 40 35.6 2 200 4596 4293 5333

9 20 45 40.6 2 75 5241 13054 1097710 20 45 40.6 2 100 5241 9791 901911 20 45 40.6 2 150 5241 6527 706112 20 45 40.6 2 200 5241 4895 6082

13 20 50 45.6 2 75 5887 14662 1232914 20 50 45.6 2 100 5887 10997 1013015 20 50 45.6 2 150 5887 7331 793116 20 50 45.6 2 200 5887 5498 6831

17 20 55 50.6 2 75 6532 16270 1368118 20 55 50.6 2 100 6532 12202 1124119 20 55 50.6 2 150 6532 8135 880020 20 55 50.6 2 200 6532 6101 7580

21 20 60 55.6 2 75 7178 17877 1503322 20 60 55.6 2 100 7178 13408 1235223 20 60 55.6 2 150 7178 8939 967024 20 60 55.6 2 200 7178 6704 8329

fVn

Page 23: Tabel struktur

LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 2)

Jarak 6 8 10 12 13 16 19 22 2D12=226 d8-75 =1.340/2.011 2d8=10075 0.754 1.340 2.094 3.016 3.540 5.362 7.561 10.137 3D12=339 d8-100=1.000/1.508 4d8=201

100 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603 4D12=452 d8-125=0.804/1.206 6d8=301125 0.452 0.804 1.257 1.810 2.124 3.217 4.536 6.082 5D12=565 d8-150=0.670/1.004 8d8=402150 0.377 0.670 1.047 1.508 1.770 2.681 3.780 5.068 6D12=678 d8-175=0.574/0.862 10d8=502175 0.323 0.574 0.898 1.293 1.517 2.298 3.240 4.344 7D12=791 d8-200=0.503/0.754200 0.283 0.503 0.785 1.131 1.327 2.011 2.835 3.801 8D12=904 2d10=157

9D12=1017 d10-75 =2.904/3.142 4d10=31410D12=1130 d10-100=1.571/2.356 6d10=471

LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 3) Tension 0.8 d10-125=1.257/1.885 8d10=628(T) 0.65 d10-150=1.047/1.571 10d10=785

Jarak 6 8 10 12 13 16 19 22 Shear 0.6 d10-175=0.898/1.34675 1.131 2.011 3.142 4.524 5.309 8.042 11.341 15.205 (S) 0.70 d10-200=0.785/1.178

100 0.848 1.508 2.356 3.393 3.982 6.032 8.506 11.404125 0.679 1.206 1.885 2.714 3.186 4.825 6.805 9.123150 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603175 0.485 0.862 1.346 1.939 2.275 3.447 4.860 6.517200 0.424 0.754 1.178 1.696 1.991 3.016 4.253 5.702

0.754

Page 24: Tabel struktur

Fy : 350 Mpa cover : 25 mm fcs MpaFc' : 15 Mpa fys MpaTul utama : 13 mm

b mm h mm Mn kgm200 600 4 3 8653 d8-200 2 6913.186200 250 3 3 2017 d8-75 2 5242.689200 250 4 4 2657 d10-150 2 4311.083200 250 5 5 3362 d8-200 2 2638.248200 250 6 6 4034 d8-75 2 5242.689200 250 7 7 4705 d8-75 2 5242.689200 250 8 8 5377 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689

f Vn kg

Page 25: Tabel struktur

15240

m v7362 4753

Page 26: Tabel struktur

B5 B6 B71111 1111 1111

130 130 130250 250 400

1.75 2 22P 0P 0P

130 130 130500 350 250

6 4 2

#REF! #REF! 0.00#REF! #REF! #REF!#REF! #REF! #REF!

Page 27: Tabel struktur

trapesium3 trapesium3 segitiga32.00 2.00 1.001.75 2 2

#REF! #REF! #REF!trapesium4 trapesium4 segitiga4

0.75 2.00 1.001.75 2 2

#REF! #REF! #REF!93.6 93.6 149.76

3 3 3900 900 900

#REF! #REF! #REF!#REF! 0.00 0.00

trapesium1 trapesium1 trapesium10 0.875 06 4 2

#REF! #REF! #REF!trapesium2 trapesium2 trapesium2

0.75 1.375 1.56 4 2

#REF! #REF! #REF!187.2 131.04 93.6

3 3 3900 900 900

#REF! #REF! #REF!

#REF! 0.00 0.00#REF! #REF! #REF!

6 4 2

Page 28: Tabel struktur

B8 B9 B101111 1111 1111

130 130 130250 250 250

2 2 20P 0P 0P

130 130 130400 400 400

5 5 5

#REF! #REF! #REF!#REF! #REF! #REF!#REF! #REF! #REF!

Page 29: Tabel struktur

trapesium3 trapesium3 trapesium31.25 1.25 1.25

2 2 2#REF! #REF! #REF!

segitiga4 segitiga4 segitiga41 1 12 2 2

#REF! #REF! #REF!93.6 93.6 93.6

3 3 3900 900 900

#REF! #REF! #REF!0.00 0.00 0.00

trapesium1 trapesium1 trapesium11.5 1.5 1.5

5 5 5#REF! #REF! #REF!

trapesium2 trapesium2 trapesium20.75 0.75 0.75

5 5 5#REF! #REF! #REF!149.76 149.76 149.76

3 3 3900 900 900

#REF! #REF! #REF!

0.00 0.00 0.00#REF! #REF! #REF!

5 5 5

Page 30: Tabel struktur

Cdesign Consultant Tabel Beton

Version 04/08/2023, 06:20:33 Design by Teguh Santoso SPdLiterature : Diktat SKSNI 1991

TABELLUAS DAN JARAK TULANGAN PELAT UNTUK LEBAR 100 CM

Jarak Jumlah Diameter Tulangan (mm)AS ke Batang 6 8 10 12 13 16 19 22AS (mm) per meter Luas tulangan (mm2)

75 13.3 377 670 1047 1507 1769 2679 3778 5066100 10.0 283 502 785 1130 1327 2010 2834 3799125 8.0 226 402 628 904 1061 1608 2267 3040150 6.7 188 335 523 754 884 1340 1889 2533175 5.7 161 287 449 646 758 1148 1619 2171200 5.0 141 251 393 565 663 1005 1417 1900

Aplat = 1000/s.0,25.3,14.d^2

koefisen penulangan begel / m'tump lap

Dia utama 13 13 6 0.22Dia begel 8 8 8 0.39Jarak 150 200 10 0.62Dimensi x 150 150 12 0.89Dimensi y 200 200 13 1.04penutup beton 20 20 16 1.58

1.842 1.381 19 2.231.61161 kg 22 2.98

25 3.85koefisen penulangan plat ( 1 layer) / m2 29 5.03

sb X sb Y 32 6.3Dia 8 8Jarak 125 125

3.432 3.4326.864 kg

koefisen penulangan balok / m'tum lap

Dia tepi 16 16Dia tengah 12 12Dia tambahan 10 10Jml utama tepi 4 4Jml utama tengah 2 2Jml tambahan 2 2

9.34 9.3410.274 kg

Page 31: Tabel struktur

Cdesign Consultant Tabel Beton

Version 04/08/2023, 06:20:33 Design by Teguh Santoso SPdLiterature : Diktat SKSNI 1991

TABELLUAS PENAMPANG BAJA TULANGAN

D G Luas tulangan (mm2)(mm) kg/m 1 2 3 4 5 6 7 8 9 10

6 0.22 28 57 85 113 141 170 198 226 254 2838 0.39 50 100 151 201 251 301 352 402 452 502

10 0.62 79 157 236 314 393 471 550 628 707 78512 0.89 113 226 339 452 565 678 791 904 1017 113013 1.04 133 265 398 531 663 796 929 1061 1194 132716 1.58 201 402 603 804 1005 1206 1407 1608 1809 201019 2.23 283 567 850 1134 1417 1700 1984 2267 2550 283422 2.98 380 760 1140 1520 1900 2280 2660 3040 3419 379925 3.85 491 981 1472 1963 2453 2944 3434 3925 4416 490629 5.03 660 1320 1981 2641 3301 3961 4621 5281 5942 660232 6.3 804 1608 2412 3215 4019 4823 5627 6431 7235 8038

Page 32: Tabel struktur

SPESIFIKASI JKBL BRC

REF MAIN WARE CROSS WIRE AREA MASSNO D S D S MAIN WARE CROSS WIRE UNIT PER SHEET PER ROLL

mm mm mm mm mm2/mm mm2/mm kg/m2 kg kg

M10 10 150 10 150 524 524 8.22 96.55M9 9 150 9 150 424 424 6.66 78.21M8 5 150 5 150 335 335 5.26 61.79M7 7 150 7 150 257 257 4.03 47.31M6 6 150 6 150 188 188 2.96 34.76 347.58M5 5 150 5 150 131 131 2.06 24.14 241.37M4 4 150 4 150 084 084 1.32 15.45 154.48

B9 9 150 9 200 636 251 6.97 81.7B8 8 150 8 200 503 251 5.92 69.25B7 7 150 7 200 385 192 4.53 53.02B6 6 150 6 200 283 192 3.73 43.5 434.97B5 5 150 5 200 196 192 3.05 35.44 354.4

Page 33: Tabel struktur

Cdesign Consultant Statika Gempa

Version 04/08/2023, 06:20:33 Design by Teguh Santoso SPdLiterature : SKBI 1.3.53.1987

KETAHANAN GEMPA

Faktor Keutamaan IGedung-gedung monumental 1.5Fasilitas penting (rumah sakit sekolah dll) 15Fasilitas distribusi bahan gas dan minyak bumi didaerah perkotaan 2Gedung yang menyimpan bahan berbahaya (gas beracun dll) 2Gedung lain 1Faktor jenis struktur Kjenis gedungPortal daktail beton bertulang 1

beton pratekan (3) 1.4baja 1kayu 1.7

Dinding geser berangkai beton bertulang 1daktail (1)Dinding geser kantilever beton bertulang 1.2daktail (1) dinding berongga bertulang 2.5

kayu (kayu) 2Dinding geser kantilever beton bertulang 1.5dengan daktilitas dinding berongga bertulang 3terbatas (1) kayu (2) 2.5Portal dengan ikatan beton bertulang 2.5diagonal baja 2.5

kayu 3Struktur kantilever tak beton bertulang 2.5bertingkat (5) baja 2.5Cerobong, tangki kecil beton bertulang 3

baja 3Struktur lainKoefisien gempa dasar - C

0 0.5 1 2Wilayah 1 tanah keras 0.09 0.09 - 0.045

tanah lunak 0.13 - 0.13 0.065Wilayah 2 tanah keras 0.07 0.07 - 0.035

tanah lunak 0.09 - 0.09 0.045Wilayah 3 tanah keras 0.05 0.05 - 0.025

tanah lunak 0.07 - 0.07 0.035Wilayah 4 tanah keras 0.03 0.03 - 0.015

tanah lunak 0.05 - 0.05 0.025Wilayah 5 tanah keras 0.04 - - -

tanah lunak 0.03 - 0.03 0.02Wilayah 6 tanah keras 0

tanah lunak 0

back

back

back

Page 34: Tabel struktur

Cdesign Consultant Statika Gempa

Version 04/08/2023, 06:20:33 Design by Teguh Santoso SPdLiterature : SKBI 1.3.53.1987

30.0450.0650.0350.0450.0250.0350.0150.025

0.010.02

00

Page 35: Tabel struktur

Cdesign Consultant Tabel Beton

Version 04/08/2023, 06:20:33 Design by Teguh Santoso SPdLiterature : Diktat SKSNI 1991

TABELLEBAR BALOK MINIMUM (cm)

D Jumlah Batang Tulangan Baja dalam satu lapis Tambahan2 3 4 5 6 7 8 9 10 per Batang

10 14.50 18.00 21.50 25.00 28.50 32.00 35.50 38.00 41.50 3.5012 14.90 18.60 22.30 26.00 29.70 33.40 37.10 40.80 44.50 3.7013 15.10 18.90 22.70 26.50 30.30 34.10 37.90 41.70 45.50 3.8014 15.30 18.20 23.10 27.00 30.90 34.80 38.70 42.60 46.50 3.9016 15.70 19.80 23.90 28.00 32.10 36.20 40.30 44.40 48.50 4.1018 16.10 20.40 24.70 29.00 33.30 37.60 41.90 46.20 50.50 4.3019 16.30 20.37 25.10 29.50 33.90 38.30 42.70 47.10 51.50 4.4020 16.50 21.00 25.50 30.00 34.50 39.00 43.50 48.00 52.50 4.5022 16.90 21.60 26.30 31.00 35.70 40.40 45.10 49.80 54.50 4.7025 17.50 22.50 27.50 32.50 37.50 42.50 47.50 52.50 57.50 5.0025 18.40 24.00 29.60 35.20 40.80 46.40 52.00 57.60 63.20 5.6029 18.70 24.50 30.30 36.10 41.90 47.70 53.50 59.30 65.10 5.8032 19.60 26.00 32.40 38.80 45.20 51.60 58.00 64.40 70.80 6.4036 20.80 28.00 35.20 42.40 49.60 56.80 64.00 71.20 78.40 7.2040 22.00 30.00 38.00 46.40 54.00 62.00 70.00 78.00 86.00 8.0050 25.00 35.00 45.00 55.00 65.00 75.00 85.00 95.00 105.00 10.00

Page 36: Tabel struktur

Cdesign Counsultant Tabel Baja

Version 04/08/2023,06:20:33Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

PROFIL RENCANA C (channels) 200.75.20.3,2Properties :

A 11.81 h 200 mmJx 721 b 75 mmJy 87.5 tb 3.2 mm

Wx 72.1 ts 3.2 mmWy 16.8 w 9.27 kg/m

= 77 3.2 3.2

TABEL KONSTRUKSI BAJA (SERI METRIK)

Code Baja h b tb ts w jx jy gx gy wx wy A

Satuan mm mm mm mm kg/m' cm⁴ cm⁴ cm cm cm³ cm³ cm²INP 8 80 42 3.9 5.9 5.95 77.8 6.29 3.2 0.91 19.5 3 7.6

INP 10 100 50 4.5 6.8 8.32 171 12.2 4.01 1.07 34.2 4.88 10.6INP 12 120 58 5.1 7.7 11.2 328 21.5 4.81 1.23 54.7 7.41 14.2INP 14 140 66 5.7 8.6 14.4 573 35.2 5.61 1.4 81.9 10.7 18.3INP 16 160 74 6.3 9.5 17.9 935 54.7 6.4 1.55 117 14.8 22.8INP 18 180 82 6.9 10.4 21.9 1450 81.3 7.2 1.71 161 19.8 27.9INP 20 200 90 7.5 11.3 26.3 2140 117 8 1.87 214 26 33.5INP 22 220 98 8.1 12.2 31.1 3060 162 8.8 2.02 278 33.1 39.6INP 24 240 106 8.7 13.1 36.2 4250 221 9.59 2.2 354 41.7 46.1INP 26 260 117 9.4 14.1 41.9 5740 288 10.4 2.32 442 51 53.4INP 28 280 119 10.1 15.2 48 7590 364 11.1 2.45 542 61.2 61.1INP 30 300 125 10.8 16.2 54.2 9800 451 11.9 2.56 653 72.2 69.1INP 32 320 131 11.5 17.3 61.1 12510 555 12.7 2.67 782 84.7 77.8INP 34 340 137 12.2 18.3 68.1 15700 674 13.5 2.8 923 98.4 86.8INP 36 360 143 13 19.5 76.2 19610 818 14.2 2.9 1090 114 97.1INP 38 380 149 13.7 20.5 84 24010 975 15 3.02 1260 131 107INP 40 400 155 14.4 21.6 92.6 29210 1160 15.7 3.13 1460 149 118

INP 42,5 425 163 15.3 23 104 36970 1440 16.7 3.3 1740 176 132INP 45 450 170 16.2 24.3 115 45850 1730 17.7 3.43 2040 203 147

INP 47,5 475 178 17.1 25.6 128 56480 2090 18.6 3.6 2380 235 163INP 50 500 185 18 27 141 68740 2480 19.6 3.72 2750 268 180INP 55 550 200 19 30 167 99180 3490 21.6 4.02 3610 349 213INP 60 600 215 21.6 32.4 199 139000 4670 23.4 4.3 4630 434 254

CNP ( Kanal ) 3 30 33 5 7 4.27 6.39 5.33 1.08 0.99 4.26 2.68 5.4CNP ( Kanal ) 4 40 35 5 7 4.87 14.1 6.68 1.5 1.04 7.05 3.08 6.2CNP ( Kanal ) 5 50 38 5 7 5.59 26.4 9.12 1.92 1.13 10.6 3.75 7.1

CNP ( Kanal ) 6,5 65 42 5.5 7.5 7.09 57.5 14.1 2.52 1.25 17.7 5.07 9CNP ( Kanal ) 8 80 45 6 8 8.64 106 19.4 3.1 1.33 26.5 6.36 11

cm2

cm4

cm4

cm3

cm3

Zx = (b * tf) * (h - tf) + tw * (0.5h - tf) * (0.5h - tf)cm3

Page 37: Tabel struktur

Cdesign Counsultant Tabel Baja

Version 04/08/2023,06:20:33Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

CNP ( Kanal ) 10 100 50 6 8.5 10.6 206 29.3 3.91 1.47 41.2 8.49 13.5CNP ( Kanal ) 12 120 55 7 9 13.4 364 43.2 4.62 1.59 60.7 11.1 17CNP ( Kanal ) 14 140 60 7 10 16 605 62.7 5.45 1.75 86.4 14.8 20.4CNP ( Kanal ) 16 160 65 7.5 10.5 18.8 925 85.3 6.21 1.89 116 18.3 24CNP ( Kanal ) 18 180 70 8 11 22 1350 114 6.95 2.02 150 22.4 28CNP ( Kanal ) 20 200 75 8.5 11.5 25.3 1910 148 7.7 2.14 191 27 32.2CNP ( Kanal ) 22 220 80 9 12.5 29.4 2690 197 8.48 2.3 245 33.6 37.4CNP ( Kanal ) 24 240 85 9.5 13 33.2 3600 248 9.22 2.42 300 39.6 42.3CNP ( Kanal ) 26 260 90 10 14 37.9 4820 317 9.99 2.56 371 47.7 48.3CNP ( Kanal ) 28 280 95 10 15 41.8 6280 399 10.9 2.74 448 57.2 53.3CNP ( Kanal ) 30 300 100 10 16 46.2 8030 495 11.7 2.9 535 67.8 58.8CNP ( Kanal ) 32 320 100 14 17.5 59.5 10870 597 12.1 2.81 679 80.6 75.8CNP ( Kanal ) 35 350 100 14 16 60.6 12840 570 12.9 2.72 734 75 77.3CNP ( Kanal ) 38 380 102 13.3 16 62.6 15730 613 14.1 2.78 826 78.4 79.7CNP ( Kanal ) 40 400 110 14 18 71.8 20350 846 14.9 3.04 1020 102 91.5

WF (I) 912.302.18.34 912 302 18 34 286 498000 15700 37 6.56 10900 1040 364WF (I) 900.300.16.28 900 300 16 28 243 411000 12600 36.4 6.39 9140 843 309.8WF (I) 890.299.15.23 890 299 15 23 213 345000 10300 35.7 6.16 7760 688 270.9WF (I) 808.302.16.30 808 302 16 30 241 339000 13800 33.2 6.7 8400 915 307.6WF (I) 800.300.14.26 800 300 14 26 210 292000 11700 33 6.62 7290 782 267.4WF (I) 792.300.14.22 792 300 14 22 191 254000 9930 32.3 6.39 6410 662 243.4WF (I) 708.302.15.28 708 302 15 28 215 237000 12900 29.4 6.86 6700 853 273.6WF (I) 700.300.13.24 700 300 13 24 185 201000 10800 29.3 6.78 5760 722 235.5WF (I) 692.300.13.20 692 300 13 20 166 172000 9020 28.6 6.53 4980 602 211.5WF (I) 594.302.14.23 594 302 14 23 175 137000 10600 24.9 6.9 4620 701 222.4WF (I) 588.300.12.20 588 300 12 20 151 118000 9020 24.8 6.85 4020 601 192.5WF (I) 582.300.12.17 582 300 12 17 137 103000 7670 24.3 6.63 3530 511 174.5WF (I) 612.202.13.23 612 202 13 23 134 103000 3180 24.6 4.31 3380 314 107.7WF (I) 606.201.12.20 606 201 12 20 120 90400 2720 24.3 4.22 2980 271 152.5WF (I) 600.200.11.17 600 200 11 17 106 77600 2280 24 4.12 2590 228 134.4WF (I) 596.199.10.15 596 199 10 15 94.6 68700 1980 23.9 4.05 2310 199 120.5WF (I) 488.300.11.18 488 300 11 18 128 71000 8110 20.8 7.04 2910 541 163.5WF (I) 482.300.11.15 482 300 11 15 114 60400 6760 20.4 6.82 2500 451 145.5WF (I) 506.201.11.19 506 201 11 19 103 56500 2580 20.7 4.43 2230 257 131.3WF (I) 500.200.10.16 500 200 10 16 89.6 47800 2140 20.5 4.33 1910 214 114.2WF (I) 496.199.9.14 496 199 9 14 79.5 41900 1840 20.3 4.27 1690 185 101.3

WF (I) 440.300.11.18 440 300 11 18 124 56100 8110 18.9 7.18 2550 541 157.4WF (I) 434.299.10.15 434 299 10 15 106 46800 6690 18.6 7.04 2160 448 135WF (I) 450.200.9.14 450 200 9 14 76 33500 1870 18.6 4.4 1490 187 96.76WF (I) 446.199.8.12 446 199 8 12 66.2 28700 1580 18.5 4.33 1290 159 84.3

WF (I) 498.432.45.70 498 432 45 70 605 298000 94400 19.7 11.1 12000 4370 770.1WF (I) 458.417.30.50 458 417 30 50 415 187000 60500 18.8 10.7 8170 2900 528.6WF (I) 428.407.20.35 428 407 20 35 283 119000 39400 18.2 10.4 5570 1930 360.7WF (I) 414.405.18.28 414 405 18 28 232 92800 31000 17.7 10.2 4480 1530 295.4WF (I) 406.403.16.24 406 403 16 24 200 78000 26200 17.5 10.1 3840 1300 254.9WF (I) 400.408.21.21 400 408 21 21 197 70900 23800 16.8 9.75 3540 1170 250.7WF (I) 400.400.13.21 400 400 13 21 172 66600 22400 17.5 10.1 3330 1120 218.7

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Literature : Tabel Profil Kontruksi Baja

WF (I) 394.405.18.18 394 405 18 18 168 59700 20000 16.7 9.65 3030 985 214.4WF (I) 394.398.11.18 394 398 11 18 147 56100 18900 17.3 10.1 2850 951 186.8WF (I) 388.402.15.15 388 402 15 15 140 49000 16300 16.6 9.54 2520 809 178.5WF (I) 390.300.10.16 390 300 10 16 107 38700 7210 16.9 7.28 1980 481 136WF (I) 386.299.9.14 386 299 9 14 94.3 33700 6240 16.7 7.21 1740 418 120.1WF (I) 400.200.8.13 400 200 8 13 66 23700 1740 16.8 4.54 1190 174 84.12WF (I) 396.199.7.11 396 199 7 11 56.6 20000 1450 16.7 4.48 1010 145 75.16

WF (I) 356.352.14.22 356 352 14 22 159 47600 16000 15.3 8.9 2670 909 202WF (I) 350.357.19.19 350 357 19 19 156 42800 14400 14.7 8.53 2450 809 198.4WF (I) 350.350.12.19 350 350 12 19 136 40300 13600 15.2 8.84 2300 776 173.9WF (I) 344.354.16.16 344 354 16 16 131 35300 11800 14.6 8.43 2050 669 166.6WF (I) 344.348.10.16 344 348 10 16 115 33300 11200 15.1 8.78 1940 646 146WF (I) 338.351.13.13 338 351 13 13 106 28200 9380 14.4 8.33 1670 534 135.3WF (I) 340.250.9.14 340 250 9 14 79.7 21700 3650 14.6 6 1280 292 101.5WF (I) 336.249.8.12 336 249 8 12 69.2 18500 3090 14.5 5.92 1100 248 88.15WF (I) 350.175.7.11 350 175 7 11 49.6 13600 984 14.7 3.95 775 112 63.14WF (I) 346.174.6.9 346 174 6 9 41.4 11100 792 14.5 3.88 641 91 52.68

WF (I) 304.301.11.17 304 301 11 17 106 23400 7730 13.2 7.57 1540 514 134.8WF (I) 300.305.15.15 300 305 15 15 106 21500 7100 12.6 7.26 1440 466 134.8WF (I) 300.300.10.15 300 300 10 15 94 20400 6750 13.1 7.51 1360 450 119.8WF (I) 298.299.9.14 298 299 9 14 87 18800 6240 13 7.51 1270 417 110.8

WF (I) 294.302.12.12 294 302 12 12 84.5 16900 5520 12.5 7.16 1150 365 107.7WF (I) 298.201.9.14 298 201 9 14 65.4 13300 1900 12.6 4.77 893 189 83.36WF (I) 294.200.8.12 294 200 8 12 56.8 11300 1600 12.5 4.71 771 160 72.38WF (I) 300.150.6,5.9 300 150 6.5 9 36.7 7210 508 12.4 3.29 481 67.7 46.78WF (I) 298.149.5,5.8 298 149 5.5 8 32 6320 442 12.4 3.29 424 59.3 40.8WF (I) 250.255.14.14 250 255 14 14 82.2 11500 3880 10.5 6.09 919 304 104.7WF (I) 250.250.9.14 250 250 9 14 72.4 10800 3650 10.8 6.29 867 292 92.18WF (I) 248.249.8.13 248 249 8 13 66.5 9930 3350 10.8 6.29 801 269 84.7

WF (I) 244.252.11.11 244 252 11 11 64.4 8790 2940 10.3 5.98 720 233 82.06WF (I) 244.175.7.11 244 175 7 11 44.1 6120 984 10.4 4.18 502 113 56.24WF (I) 250.125.6.9 250 125 6 9 29.6 4050 294 10.4 2.79 324 47 37.66WF (I) 248.124.5.8 248 124 5 8 25.7 3540 255 10.4 2.79 285 41.1 32.68

WF (I) 208.202.10.16 208 202 10 16 65.7 6530 2200 8.83 5.13 628 218 83.69WF (I) 200.204.12.12 200 204 12 12 56.2 4980 1700 8.35 4.88 498 167 71.53WF (I) 200.200.8.12 200 200 8 12 49.9 4720 1600 8.62 5.02 472 160 63.53WF (I) 194.150.6.9 194 150 6 9 30.6 2690 507 8.3 3.61 277 67.6 39.01

WF (I) 200.100.5,5.8 200 100 5.5 8 21.3 1840 134 8.24 2.22 184 26.8 27.16WF (I) 198.99.4,5.7 198 99 4.5 7 18.2 1580 114 8.26 2.21 160 23 23.18

WF (I) 175.175.7,5.11 175 175 7.5 11 40.2 2880 984 7.5 4.38 330 112 51.21WF (I) 169.125.5,5.8 169 125 5.5 8 23.3 1530 261 7.18 2.97 181 41.8 29.65

WF (I) 175.90.5.8 175 90 5 8 18.1 1210 97.5 7.26 2.06 139 21.7 23.04WF (I) 150.150.7.10 150 150 7 10 31.5 1640 563 6.39 3.75 219 75.1 40.14WF (I) 148.100.6.9 148 100 6 9 21.1 1020 151 6.17 2.37 138 30.1 26.84WF (I) 150.75.5.7 150 75 5 7 14 666 49.5 6.11 1.66 88.8 13.2 17.85

WF (I) 125.125.6,5.9 125 125 6.5 9 23.8 847 293 5.29 3.11 136 47 30.31WF (I) 125.60.6.8 125 60 6 8 13.2 413 29.2 4.95 1.32 66.1 9.73 16.84

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Cdesign Counsultant Tabel Baja

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Literature : Tabel Profil Kontruksi Baja

WF (I) 100.100.6.8 100 100 6 8 17.2 383 134 4.18 2.47 76.5 26.7 21.9WF (I) 100.50.5.7 100 50 5 7 9.3 187 14.8 3.98 1.12 37.5 5.91 11.85L ( Siku ) 15.15.3 15 15 3 3 0.64 0.15 0.15 0.43 0.43 0.15 0.15 0.82L ( Siku ) 15.15.4 15 15 4 4 0.82 0.19 0.19 0.42 0.42 0.19 0.19 1.05L ( Siku ) 20.20.3 20 20 3 3 0.88 0.39 0.39 0.59 0.59 0.28 0.28 1.12L ( Siku ) 20.20.4 20 20 4 4 1.14 0.48 0.48 0.58 0.58 0.35 0.35 1.45L ( Siku ) 25.25.3 25 25 3 3 1.12 0.79 0.79 0.75 0.75 0.45 0.45 1.42L ( Siku ) 25.25.4 25 25 4 4 1.45 1.01 1.01 0.74 0.74 0.58 0.58 1.85L ( Siku ) 25.25.5 25 25 5 5 1.77 1.18 1.18 0.72 0.72 0.69 0.69 2.26L ( Siku ) 30.30.3 30 30 3 3 1.36 1.41 1.41 0.9 0.9 0.65 0.65 1.74L ( Siku ) 30.30.4 30 30 4 4 1.78 1.81 1.81 0.89 0.89 0.86 0.86 2.27L ( Siku ) 30.30.5 30 30 5 5 2.18 2.16 2.16 0.88 0.88 1.04 1.04 2.78L ( Siku ) 35.35.4 35 35 4 4 2.1 2.96 2.96 1.05 1.05 1.18 1.18 2.67L ( Siku ) 35.35.6 35 35 6 6 3.04 4.14 4.14 1.04 1.04 1.71 1.71 3.87L ( Siku ) 40.40.4 40 40 4 4 2.42 4.48 4.48 1.21 1.21 1.56 1.56 3.08L ( Siku ) 40.40.5 40 40 5 5 2.97 5.43 5.43 1.2 1.2 1.91 1.91 3.79L ( Siku ) 40.40.6 40 40 6 6 3.52 6.33 6.33 1.19 1.19 2.26 2.26 4.48L ( Siku ) 45.45.5 45 45 5 5 3.38 7.83 7.83 1.35 1.35 2.43 2.43 4.3L ( Siku ) 45.45.7 45 45 7 7 4.6 10.4 10.4 1.33 1.33 3.31 3.31 5.86L ( Siku ) 50.50.5 50 50 5 5 3.77 11 11 1.51 1.51 3.05 3.05 4.8L ( Siku ) 50.50.6 50 50 6 6 4.47 12.8 12.8 1.5 1.5 3.61 3.61 5.69L ( Siku ) 50.50.7 50 50 7 7 5.15 14.6 14.6 1.49 1.49 4.15 4.15 6.56L ( Siku ) 50.50.9 50 50 9 9 6.74 17.9 17.9 1.47 1.47 5.2 5.2 8.24L ( Siku ) 55.55.6 55 55 6 6 4.95 17.3 17.3 1.66 1.66 4.4 4.4 6.31L ( Siku ) 55.55.8 55 55 8 8 6.46 22.1 22.1 1.64 1.64 5.72 5.72 8.23

L ( Siku ) 55.55.10 55 55 10 10 7.9 26.3 26.3 1.62 1.62 6.97 6.97 10.1L ( Siku ) 60.60.6 60 60 6 6 5.42 22.8 22.8 1.82 1.82 5.29 5.29 6.91L ( Siku ) 60.60.8 60 60 8 8 7.09 29.1 29.1 1.8 1.8 6.88 6.88 9.03

L ( Siku ) 60.60.10 60 60 10 10 8.69 34.9 34.9 1.78 1.78 8.41 8.41 11.1L ( Siku ) 65.65.7 65 65 7 7 6.83 33.4 33.4 1.96 1.96 7.18 7.18 8.7L ( Siku ) 65.65.9 65 65 9 9 8.62 41.3 41.3 1.94 1.94 9.04 9.04 11

L ( Siku ) 65.65.11 65 65 11 11 10.3 48.8 48.8 1.91 1.91 10.8 10.8 13.2L ( Siku ) 70.70.7 70 70 7 7 7.38 42.4 42.4 2.12 2.12 8.43 8.43 9.4L ( Siku ) 70.70.9 70 70 9 9 9.34 52.6 52.6 2.1 2.1 10.6 10.6 11.9

L ( Siku ) 70.70.11 70 70 11 11 11.2 61.8 61.8 2.08 2.08 12.7 12.7 14.3L ( Siku ) 75.75.7 75 75 7 7 7.94 52.4 52.4 2.28 2.28 9.67 9.67 10.1L ( Siku ) 75.75.8 75 75 8 8 9.03 58.9 58.9 2.26 2.26 11 11 11.5

L ( Siku ) 75.75.10 75 75 10 10 11.1 71.4 71.4 2.25 2.25 13.5 13.5 14.1L ( Siku ) 75.75.12 75 75 12 12 13.1 82.4 82.4 2.22 2.22 15.8 15.8 16.7L ( Siku ) 80.80.8 80 80 8 8 9.66 72.3 72.3 2.42 2.42 12.6 12.6 12.3

L ( Siku ) 80.80.10 80 80 10 10 11.9 87.5 87.5 2.41 2.41 15.5 15.5 15.1L ( Siku ) 80.80.12 80 80 12 12 14.1 102 102 2.39 2.39 18.2 18.2 17.9L ( Siku ) 80.80.14 80 80 14 14 16.1 115 115 2.36 2.36 20.8 20.8 20.6L ( Siku ) 90.90.9 90 90 9 9 12.2 116 116 2.74 2.74 18 18 15.5

L ( Siku ) 90.90.11 90 90 11 11 14.7 138 138 2.72 2.72 21.6 21.6 18.7L ( Siku ) 90.90.13 90 90 13 13 17.1 158 158 2.69 2.69 25.1 25.1 21.8L ( Siku ) 90.90.16 90 90 16 16 20.7 186 186 2.66 2.66 30.1 30.1 26.4

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Literature : Tabel Profil Kontruksi Baja

L ( Siku ) 100.100.10 100 100 10 10 15.1 177 177 3.04 3.04 24.7 24.7 19.2L ( Siku ) 100.100.12 100 100 12 12 17.8 207 207 3.02 3.02 29.2 29.2 22.7L ( Siku ) 100.100.14 100 100 14 14 20.6 235 235 3 3 33.5 33.5 26.2L ( Siku ) 100.100.20 100 100 20 20 28.4 311 311 2.93 2.93 45.8 45.8 36.2L ( Siku ) 110.110.10 110 110 10 10 16.6 239 239 3.36 3.36 30.1 30.1 21.2L ( Siku ) 110.110.12 110 110 12 12 19.7 280 280 3.34 3.34 35.7 35.7 25.1L ( Siku ) 110.110.14 110 110 14 14 22.8 319 319 3.32 3.32 41 41 29L ( Siku ) 120.120.11 120 120 11 11 19.9 341 341 3.66 3.66 39.5 39.5 25.4L ( Siku ) 120.120.13 120 120 13 13 23.3 394 394 3.64 3.64 46 46 29.7L ( Siku ) 120.120.15 120 120 15 15 26.6 446 446 3.63 3.63 52.5 52.5 33.9L ( Siku ) 120.120.20 120 120 20 20 34.7 562 562 3.57 3.57 67.7 67.7 44.2L ( Siku ) 130.130.12 130 130 12 12 23.6 472 472 3.97 3.97 50.4 50.4 30L ( Siku ) 130.130.14 130 130 14 14 27.2 540 540 3.94 3.94 58.2 58.2 34.7L ( Siku ) 130.130.16 130 130 16 16 30.9 605 605 3.92 3.92 65.8 65.8 39.3L ( Siku ) 140.140.13 140 140 13 13 27.5 638 638 4.27 4.27 63.3 63.3 35L ( Siku ) 140.140.15 140 140 15 15 31.4 723 723 4.25 4.25 72.3 72.3 40L ( Siku ) 140.140.17 140 140 17 17 35.3 805 805 4.23 4.23 81.2 81.2 45L ( Siku ) 150.150.14 150 150 14 14 31.6 845 845 4.58 4.58 78.2 78.2 40.3L ( Siku ) 150.150.16 150 150 16 16 35.9 948 948 4.56 4.56 88.7 88.7 45.7L ( Siku ) 150.150.18 150 150 18 18 40.1 1050 1050 4.54 4.54 99.3 99.3 51L ( Siku ) 160.160.15 160 160 15 15 36.2 1100 1100 4.88 4.88 95.6 95.6 46.1L ( Siku ) 160.160.17 160 160 17 17 40.7 1230 1230 4.86 4.86 108 108 51.8L ( Siku ) 160.160.19 160 160 19 19 45.1 1350 1350 4.84 4.84 118 118 57.5L ( Siku ) 180.180.16 180 180 16 16 43.5 1680 1680 5.51 5.51 130 130 55.4L ( Siku ) 180.180.18 180 180 18 18 48.6 1870 1870 5.49 5.49 145 145 61.9L ( Siku ) 180.180.20 180 180 20 20 53.7 2040 2040 5.47 5.47 160 160 68.4L ( Siku ) 200.200.16 200 200 16 16 48.5 2340 2340 6.15 6.15 162 162 61.8L ( Siku ) 200.200.18 200 200 18 18 54.3 2600 2600 6.13 6.13 181 181 69.1L ( Siku ) 200.200.20 200 200 20 20 59.9 2850 2850 6.11 6.11 199 199 76.4

L ( Siku ) 20.30.3 30 20 3 3 1.11 1.25 0.44 0.94 0.56 0.62 0.29 1.42L ( Siku ) 20.30.4 30 20 4 4 1.45 1.59 0.55 0.93 0.55 0.81 0.38 1.85L ( Siku ) 20.30.5 30 20 5 5 1.77 1.9 0.66 0.92 0.54 0.99 0.46 2.26L ( Siku ) 20.40.3 40 20 3 3 1.35 2.79 0.47 1.27 0.52 1.08 0.3 1.72L ( Siku ) 20.40.4 40 20 4 4 1.77 3.59 0.6 1.26 0.52 1.42 0.39 2.25L ( Siku ) 30.45.3 45 30 3 3 1.72 4.48 1.6 1.43 0.86 1.46 0.7 2.19L ( Siku ) 30.45.4 45 30 4 4 2.25 5.78 2.5 1.42 0.85 1.91 0.91 2.87L ( Siku ) 30.45.5 45 30 5 5 2.77 6.99 2.47 1.41 0.84 2.35 1.11 5.83L ( Siku ) 30.60.5 60 30 5 5 3.37 15.6 2.6 1.9 0.78 4.04 1.12 4.29L ( Siku ) 30.60.7 60 30 7 7 4.59 20.7 3.41 1.88 0.76 5.5 1.52 3.53L ( Siku ) 40.50.3 50 40 3 3 2.06 6.58 3.76 1.58 1.2 1.87 1.25 2.63L ( Siku ) 40.50.4 50 40 4 4 2.71 8.54 4.86 1.57 1.19 2.47 1.64 3.46L ( Siku ) 40.50.5 50 40 5 5 3.35 10.4 5.89 1.56 1.18 3.02 2.01 4.27L ( Siku ) 40.60.5 60 40 5 5 3.76 17.2 6.11 1.89 1.13 4.25 2.02 4.79L ( Siku ) 40.60.6 60 40 6 6 4.46 20.1 7.12 1.88 1.12 5.03 2.38 5.68L ( Siku ) 40.60.7 60 40 7 7 5.14 23 8.07 1.87 1.11 5.79 2.74 6.55L ( Siku ) 40.80.4 80 40 4 4 3.68 31.3 5.32 2.57 1.07 5.93 1.66 4.69L ( Siku ) 40.80.6 80 40 6 6 5.41 44.9 7.59 2.55 1.05 8.73 2.44 6.89

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Cdesign Counsultant Tabel Baja

Version 04/08/2023,06:20:33Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

L ( Siku ) 40.80.8 80 40 8 8 7.07 57.6 9.68 2.53 1.04 11.4 3.18 9.01L ( Siku ) 50.65.5 65 50 5 5 4.35 23.1 11.9 2.04 1.47 5.11 3.18 5.54L ( Siku ) 50.65.7 65 50 7 7 5.97 31 15.8 2.02 1.44 6.99 4.31 7.6L ( Siku ) 50.65.9 65 50 9 9 7.52 38.2 19.4 2 1.42 8.77 5.39 9.58

L ( Siku ) 50.100.6 100 50 6 6 6.85 89.7 15.3 3.2 1.32 13.8 3.86 8.73L ( Siku ) 50.100.8 100 50 8 8 8.99 116 19.5 3.18 1.31 18 5.04 11.5

L ( Siku ) 50.100.10 100 50 10 10 11.1 141 23.4 3.16 1.29 22.2 6.17 14.1L ( Siku ) 55.75.5 75 55 5 5 4.95 35.5 16.2 2.37 1.6 6.84 3.89 6.3L ( Siku ) 55.75.7 75 55 7 7 6.8 47.9 21.8 2.35 1.59 9.39 5.32 8.66L ( Siku ) 55.75.9 75 55 9 9 8.59 59.4 26.8 2.33 1.57 11.8 6.66 10.9L ( Siku ) 60.90.6 90 60 6 6 6.82 71.7 25.8 2.87 1.72 11.7 5.61 8.69L ( Siku ) 60.90.8 90 60 8 8 8.96 92.5 33 2.85 1.7 15.4 7.31 11.4

L ( Siku ) 60.90.10 90 60 10 10 11 112 39.6 2.82 1.68 18.8 8.92 14.1L ( Siku ) 65.75.6 75 65 6 6 6.37 44 30.7 2.33 1.94 8.3 6.39 8.11L ( Siku ) 65.75.8 75 65 8 8 8.34 56.7 39.4 2.31 1.92 10.9 8.34 10.6

L ( Siku ) 65.75.10 75 65 10 10 10.3 68.4 47.3 2.29 1.9 13.3 10.2 13.1L ( Siku ) 65.80.6 80 65 6 6 6.6 52.8 31.2 2.51 1.93 9.41 6.44 8.41L ( Siku ) 65.80.8 80 65 8 8 8.66 68.1 40.1 2.49 1.91 12.3 8.41 11

L ( Siku ) 65.80.10 80 65 10 10 10.7 82.2 48.3 2.46 1.89 15.1 10.3 13.6L ( Siku ) 65.80.12 80 65 12 12 12.6 95.4 55.8 2.44 1.87 17.8 12.1 16L ( Siku ) 65.100.7 100 65 7 7 8.77 113 37.6 3.17 1.84 16.6 7.54 11.2L ( Siku ) 65.100.9 100 65 9 9 11.1 141 46.7 3.15 1.82 21 9.52 14.2

L ( Siku ) 65.100.11 100 65 11 11 13.4 167 55.1 3.13 1.8 25.3 11.4 17.1L ( Siku ) 65.115.6 115 65 6 6 8.25 145 34.4 3.71 1.81 18.9 6.71 10.5L ( Siku ) 65.115.8 115 65 8 8 10.9 188 44.2 3.69 1.79 24.8 8.78 13.8

L ( Siku ) 65.115.10 115 65 10 10 13.4 229 53.3 3.66 1.77 30.6 10.8 17.1L ( Siku ) 65.130.8 130 65 8 8 11.9 263 44.8 4.17 1.72 31.1 8.72 15.1

L ( Siku ) 65.130.10 130 65 10 10 14.6 321 54.2 4.15 1.71 38.4 10.7 18.6L ( Siku ) 65.130.12 130 65 12 12 17.3 376 63 4.12 1.69 45.5 12.7 22.1

L ( Siku ) 75.90.7 90 75 7 7 8.74 88.1 55.5 2.81 2.23 13.9 9.98 11.1L ( Siku ) 75.90.9 90 75 9 9 11.1 110 69.1 2.79 2.21 17.6 12.6 14.1

L ( Siku ) 75.90.11 90 75 11 11 13.4 130 81.7 2.77 2.19 21.1 18.5 17L ( Siku ) 75.100.7 100 75 7 7 9.32 118 56.9 3.15 2.19 17 10 11.9L ( Siku ) 75.100.9 100 75 9 9 11.8 148 71 3.13 2.17 21.5 12.7 15.1

L ( Siku ) 75.100.11 100 75 11 11 14.3 176 84 3.11 2.15 25.9 15.3 18.2L ( Siku ) 75.130.8 130 75 8 8 12.5 276 68.3 4.17 2.08 31.9 11.7 15.9

L ( Siku ) 75.130.10 130 75 10 10 15.4 337 82.9 4.14 2.06 39.4 14.4 19.6L ( Siku ) 75.130.12 130 75 12 12 18.3 395 96.5 4.12 2.04 46.6 17 23.3L ( Siku ) 75.150.9 150 75 9 9 15.3 455 78.3 4.83 2 46.8 13.2 19.5

L ( Siku ) 75.150.11 150 75 11 11 18.6 545 93 4.8 1.98 56.6 15.9 23.6L ( Siku ) 75.150.13 150 75 13 13 21.7 631 107 4.78 1.96 66.1 18.5 27.7L ( Siku ) 75.170.10 170 75 10 10 18.6 709 88.2 5.47 1.93 65.7 14.8 23.7L ( Siku ) 75.170.12 170 75 12 12 22.1 834 103 5.45 1.91 78 17.4 28.1L ( Siku ) 75.170.14 170 75 14 14 25.5 955 117 5.42 1.89 90 20 32.5L ( Siku ) 75.170.16 170 75 16 16 28.9 1070 130 5.39 1.88 102 22.6 36.8L ( Siku ) 80.120.8 120 80 8 8 12.2 226 80.8 3.82 2.29 27.6 13.2 15.5

L ( Siku ) 80.120.10 120 80 10 10 15 276 98.1 3.8 2.27 34.1 16.2 19.1

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Literature : Tabel Profil Kontruksi Baja

L ( Siku ) 80.120.12 120 80 12 12 17.8 323 114 3.77 2.25 40.4 19.1 22.7L ( Siku ) 80.120.14 120 80 14 14 20.5 368 130 3.75 2.23 46.4 22 26.2L ( Siku ) 90.110.9 110 90 9 9 13.6 204 122 3.43 2.66 26.5 18.3 17.3

L ( Siku ) 90.110.11 110 90 11 11 16.4 243 146 3.41 2.64 31.9 22.1 20.9L ( Siku ) 90.110.13 110 90 13 13 19.2 281 168 3.39 2.62 37.2 25.7 24.5L ( Siku ) 90.130.10 130 90 10 10 16.6 358 141 4.11 2.58 40.5 20.6 21.2L ( Siku ) 90.130.12 130 90 12 12 19.7 420 165 4.09 2.56 48 24.4 25.1L ( Siku ) 90.130.14 130 90 14 14 22.8 480 187 4.07 2.54 55.3 28.1 29L ( Siku ) 90.150.10 150 90 10 10 18.2 532 146 4.79 2.51 53.1 21 23.2L ( Siku ) 90.150.12 150 90 12 12 21.6 626 170 4.77 2.49 63.1 24.7 27.5L ( Siku ) 90.150.14 150 90 14 14 25 716 194 4.75 2.47 72.8 28.4 31.8L ( Siku ) 90.250.10 250 90 10 10 26 2170 163 8.09 2.22 140 22 33.2L ( Siku ) 90.250.12 250 90 12 12 31 2570 191 8.06 2.2 167 26 39.5L ( Siku ) 90.250.14 250 90 14 14 36 2960 218 8.03 2.18 193 30 45.8L ( Siku ) 90.250.16 250 90 16 16 40.8 3330 243 8.01 2.16 219 33.8 52

L ( Siku ) 100.150.10 150 100 10 10 19 552 198 4.78 2.86 54.1 25.8 24.2L ( Siku ) 100.150.12 150 100 12 12 22.6 650 232 4.76 2.84 64.2 30.6 28.7L ( Siku ) 100.150.14 150 100 14 14 26.1 744 264 4.73 2.82 74.1 35.2 33.2L ( Siku ) 100.200.10 200 100 10 10 23 1220 210 6.46 2.68 93.2 26.3 29.2L ( Siku ) 100.200.12 200 100 12 12 27.3 1440 247 6.43 2.67 111 31.3 34.8L ( Siku ) 100.200.14 200 100 14 14 31.6 1650 282 6.41 2.65 128 36.1 40.3L ( Siku ) 100.200.16 200 100 16 16 35.9 1860 316 6.38 2.63 145 40.8 45.7L ( Siku ) 100.200.18 200 100 18 18 40 2060 347 6.36 2.61 162 45.3 51

C (channels) 200.75.20.3,2 200 75 3.2 3.2 9.27 721 87.5 7.77 2.71 72.1 16.8 11.81C (channels) 150.75.20.4,5 150 75 4.5 4.5 11 489 99.2 5.92 2.66 65.2 19.8 13.97C (channels) 150.65.20.3,2 150 65 3.2 3.2 7.51 332 53.8 5.89 2.37 44.3 12.2 9.567C (channels) 150.50.20.4,5 150 50 4.5 4.5 9.2 368 35.7 5.6 1.75 49 10.5 11.72C (channels) 150.50.20.3,2 150 50 3.2 3.2 6.76 280 28.3 5.71 1.81 37.4 8.19 8.607C (channels) 150.50.20.2,3 150 50 2.3 2.3 4.96 210 21.9 5.77 1.86 28 6.33 6.322C (channels) 125.50.20.4,5 125 50 4.5 4.5 8.32 238 33.5 4.74 1.78 38 10.1 10.59C (channels) 125.50.20.4.0 125 50 4 4 7.5 217 33.1 4.77 1.81 34.7 9.38 9.548C (channels) 125.50.20.3,2 125 50 3.2 3.2 6.13 181 26.6 4.82 1.85 29 8.02 7.807C (channels) 125.50.20.2,3 125 50 2.3 2.3 4.51 137 20.6 4.88 1.89 21.9 6.22 5.747C (channels) 100.50.20.4,5 100 50 4.5 4.5 7.43 139 30.9 3.82 1.81 27.7 9.82 9.469C (channels) 100.50.20.4,0 100 50 4 4 6.71 127 28.7 3.85 1.83 25.4 9.13 8.548C (channels) 100.50.20.3,2 100 50 3.2 3.2 5.5 107 24.5 3.9 1.87 21.3 7.81 7.007C (channels) 100.50.20.2,6 100 50 2.6 2.6 4.55 89.7 21 3.93 1.9 17.9 6.68 5.796C (channels) 100.50.20.2,3 100 50 2.3 2.3 4.06 80.7 19 3.95 1.92 16.1 6.06 5.172C (channels) 100.50.20.1,6 100 50 1.6 1.6 2.88 58.4 14 3.99 1.95 11.7 4.47 3.672C (channels) 75.45.15.2,3 75 45 2.3 2.3 3.25 37.1 11.8 3 1.69 9.9 4.24 4.137C (channels) 75.45.15.1,6 75 45 1.6 1.6 2.32 27.1 8.71 3.03 1.72 7.24 3.13 2.952C (channels) 60.30.10.2,3 60 30 2.3 2.3 2.25 15.6 3.32 2.33 1.07 5.2 1.71 2.872C (channels) 60.30.10.1,6 60 30 1.6 1.6 1.63 11.6 2.56 2.37 1.11 3.88 1.32 2.072

C (channels) 350.50.50.4,5 350 50 4.5 4.5 15.4 2750 27.5 11.8 1.19 157 6.48 19.58C (channels) 350.50.50.4,0 350 50 4 4 13.7 2470 24.8 11.9 1.19 151 5.81 17.47C (channels) 300.50.50.4,5 300 50 4.5 4.5 13.6 1850 26.8 10.3 1.24 123 6.41 17.33C (channels) 300.50.50.4,0 300 50 4 4 12.1 1660 24.1 10.3 1.25 111 5.74 15.47

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Cdesign Counsultant Tabel Baja

Version 04/08/2023,06:20:33Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

C (channels) 250.50.50.4,5 250 50 4.5 4.5 11.8 1160 25.9 8.78 1.31 93 6.31 15.08C (channels) 250.50.50.4,0 250 50 4 4 10.6 1050 23.3 8.81 1.32 83.7 5.66 13.47C (channels) 200.50.50.4,5 200 50 4.5 4.5 10.1 666 24.6 7.2 1.38 66.6 6.18 12.83C (channels) 200.50.50.4,0 200 50 4 4 9 600 22.2 7.23 1.39 60 5.55 11.47C (channels) 200.50.50.3,2 200 50 3.2 3.2 7.27 490 18.2 7.28 1.4 49 4.51 9.263C (channels) 150.75.75.4,5 150 75 4.5 4.5 10.1 438 71.4 5.84 2.36 58.4 13.2 12.83C (channels) 150.50.50.4,5 150 50 4.5 4.5 8.31 329 22.8 5.57 1.47 43.9 5.99 10.58C (channels) 100.50.50.3,2 100 50 3.2 3.2 4.76 93.6 14.9 3.93 1.57 18.7 4.14 6.063C (channels) 75.40.15.3,2 75 40 3.2 3.2 3 27.3 4.48 2.67 1.08 9.12 6.93 3.823C (channels) 60.30.30.2,3 60 30 2.3 2.3 2.03 14.2 2.26 2.34 0.94 4.72 1.06 2.586C (channels) 38.15.15.1,5 38 15 1.5 1.5 0.71 1.93 0.19 1.43 0.45 1.02 0.17 0.901C (channels) 19.12.12.1,5 19 12 1.5 1.5 0.45 0.3 0.08 0.73 0.37 0.32 0.98 0.563

T (Tess) 900x300 456 302 18 34 143 34200 7820 13.7 6.56 997 518 182T (Tess) 900x300 450 300 16 28 122 29200 6310 13.7 6.39 866 421 154.9T (Tess) 900x300 445 299 15 23 106 26000 5140 13.9 6.16 790 344 135.4T (Tess) 800x300 404 302 16 30 121 21900 6900 11.9 6.7 705 457 153.8T (Tess) 800x300 400 300 14 26 105 18800 5860 11.9 6.62 610 391 133.7T (Tess) 800x300 396 300 14 22 95.6 17700 4960 12.1 6.38 593 331 121.7T (Tess) 700x300 354 302 15 28 107 14200 6440 10.2 6.86 513 426 136.8T (Tess) 700x300 350 300 13 24 92.4 12000 5410 10.1 6.78 438 361 117.7T (Tess) 700x300 346 300 13 20 83 11300 4510 10.3 6.53 425 301 105.7T (Tess) 600x300 297 302 14 23 87.3 7920 5290 8.44 6.9 339 350 111.2T (Tess) 600x300 294 300 12 20 75.6 6710 4510 8.35 6.85 288 301 96.24T (Tess) 600x300 291 300 12 17 68.5 6360 3830 8.54 6.63 280 256 87.24T (Tess) 600x300 306 202 13 23 67 7340 1590 9.27 4.31 322 157 85.33T (Tess) 600x300 303 201 12 20 59.8 6570 1360 9.28 4.22 292 135 76.24T (Tess) 600x300 300 200 11 17 52.8 5810 1140 9.3 4.12 262 114 67.21T (Tess) 600x300 298 199 10 15 47.3 5190 989 9.29 4.05 236 99.4 60.23T (Tess) 500x300 244 300 11 18 64.2 3620 4060 6.66 7.07 184 270 81.76T (Tess) 500x300 241 300 11 15 57.1 3420 3380 6.85 6.82 178 225 72.76T (Tess) 500x200 253 201 11 19 51.5 3670 1290 7.48 4.43 190 128 65.65T (Tess) 500x200 250 200 10 16 44.8 3210 1070 7.5 4.33 169 107 57.12T (Tess) 500x200 248 199 9 14 39.7 2840 922 7.49 4.27 150 92.6 50.64T (Tess) 450x300 220 300 11 18 61.8 2680 4060 5.84 7.68 149 270 78.69T (Tess) 450x300 217 299 10 15 53 2350 3350 5.89 7.04 133 224 67.52T (Tess) 450x200 225 200 9 14 38 2160 936 6.68 4.4 124 93.6 48.38T (Tess) 450x200 223 199 8 12 33.1 1880 790 6.67 4.33 109 79.4 42.15T (Tess) 400x400 249 432 45 70 302 13200 47100 5.87 11.1 706 2180 385T (Tess) 400x400 229 417 30 50 207 7470 30200 5.32 10.7 414 1450 264.3T (Tess) 400x400 214 407 20 35 142 4380 19700 4.93 10.4 250 967 180.3T (Tess) 400x400 207 405 18 28 116 3620 15500 4.95 10.2 213 766 147.7T (Tess) 400x400 203 403 16 24 100 3090 13100 4.92 10 184 650 127.4T (Tess) 400x400 200 408 21 21 98.4 3650 11900 5.4 9.75 229 584 125.3T (Tess) 400x400 200 400 13 21 85.8 2480 11200 4.76 10.1 147 560 109.3T (Tess) 400x400 197 405 18 18 84.1 3050 9980 5.34 9.65 193 493 107.2T (Tess) 400x400 197 398 11 18 73.3 2050 9460 4.68 10.1 123 475 93.41T (Tess) 400x400 194 402 15 15 70 2480 8130 5.27 9.54 158 404 89.23

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Cdesign Counsultant Tabel Baja

Version 04/08/2023,06:20:33Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

T (Tess) 400x300 195 300 10 16 53.4 1730 3600 5.05 7.28 108 240 67.98T (Tess) 400x300 193 299 9 14 47.1 1530 3120 5.04 7.21 95.5 209 60.05T (Tess) 400x200 200 200 8 13 33 1400 868 5.76 4.54 88.6 86.8 42.06T (Tess) 400x200 198 199 7 11 28.3 1190 723 5.76 4.48 76.4 72.7 36.08T (Tess) 350x350 178 352 14 22 79.3 1820 8000 4.25 8.9 124 455 101T (Tess) 350x350 175 357 19 19 77.9 2200 7220 4.71 8.53 158 404 99.19T (Tess) 350x350 175 350 12 19 68.2 1520 6790 4.18 8.84 104 388 86.94T (Tess) 350x350 172 354 16 16 65.4 1800 5920 4.65 8.43 131 335 83.32T (Tess) 350x350 172 348 10 16 57.3 1230 5620 4.11 8.78 84.7 323 73T (Tess) 350x350 169 351 13 13 53.1 1420 4690 4.59 8.33 104 267 67.63T (Tess) 350x250 170 250 9 14 39.8 1020 1830 4.48 6 73.1 146 50.76T (Tess) 350x250 168 249 8 12 34.6 881 1540 4.48 5.92 64 124 44.08T (Tess) 350x175 175 175 7 11 24.8 815 492 5.08 3.95 59.3 56.2 31.57T (Tess) 350x175 173 174 6 9 20.7 679 396 5.08 3.88 50 45.5 26.34T (Tess) 300x300 152 301 11 17 52.9 903 3870 3.66 7.57 71.4 257 67.41T (Tess) 300x300 150 305 15 15 52.9 4110 3550 4.05 7.26 92.5 233 67.39T (Tess) 300x300 150 300 10 15 47 798 3380 3.65 7.51 63.7 225 59.89T (Tess) 300x300 149 299 9 14 43.5 715 3120 3.59 7.51 57 209 55.4T (Tess) 300x300 147 302 12 12 42.3 858 2760 3.99 7.16 72.3 183 53.83T (Tess) 300x200 149 201 9 14 32.7 662 949 3.99 4.77 55.2 94.4 41.68T (Tess) 300x200 147 200 8 12 28.4 572 802 3.97 4.71 48.2 80.2 36.19T (Tess) 300x150 150 150 6.5 9 18.4 464 254 4.45 3.29 40 33.8 23.39T (Tess) 300x150 149 149 5.5 8 16 393 221 4.39 3.29 33.8 29.7 20.4T (Tess) 250x250 125 255 14 14 41.1 589 1940 3.36 6.09 59.4 152 52.34T (Tess) 250x250 125 250 9 14 36.2 412 1820 2.99 6.29 39.5 146 46.09T (Tess) 250x250 124 249 8 13 33.2 364 1670 2.93 6.29 34.9 134 42.35T (Tess) 250x250 122 252 11 11 32.3 445 1470 3.29 5.98 45.3 117 41.03T (Tess) 250x175 122 175 7 11 22.1 289 492 3.2 4.18 29.1 56.3 28.12T (Tess) 250x125 125 125 6 9 14.8 248 147 3.63 2.79 25.6 23.5 18.83T (Tess) 250x125 124 124 5 8 12.8 208 127 3.57 2.79 21.3 20.5 16.34T (Tess) 200x200 104 202 10 16 32.8 251 1100 2.45 5.13 29.5 109 41.85T (Tess) 200x200 100 204 12 12 28.1 256 851 2.67 4.88 32.4 83.4 35.77T (Tess) 200x200 100 200 8 12 24.9 184 801 2.41 5.02 22.3 80.1 31.77T (Tess) 200x150 97 150 6 9 15.3 125 254 2.53 3.61 15.8 33.8 19.51T (Tess) 200x100 100 100 5.5 8 10.7 114 67 2.9 2.22 14.8 13.4 13.58T (Tess) 200x100 99 99 4.5 7 9.1 93.8 56.8 2.84 2.21 12.1 11.5 11.59T (Tess) 175x175 87.5 175 7.5 11 20.1 115 492 2.12 4.38 15.9 56.2 25.61T (Tess) 175x125 84.5 125 5.5 8 11.6 74.1 131 2.24 2.97 10.9 20.9 14.83T (Tess) 175x90 87.5 90 5 8 9.05 70.7 48.7 2.48 2.06 10.4 10.8 11.52

T (Tess) 150x150 75 150 7 10 15.8 66.4 282 1.82 3.75 10.8 37.6 20.07T (Tess) 150x100 74 100 6 9 10.5 51.7 75.3 1.93 2.37 8.84 15.1 13.42T (Tess) 150x75 75 75 5 7 7.01 42.6 24.7 2.18 1.66 7.46 6.59 8.925

T (Tess) 125x125 62.5 125 6.5 9 11.9 35 147 1.52 3.11 6.91 23.5 15.16T (Tess) 125x60 62.5 60 6 8 6.61 27.5 14.6 1.81 1.32 5.96 4.86 8.418

T (Tess) 100x100 50 100 6 8 8.6 16.1 66.9 1.21 2.47 4.03 13.4 10.95T (Tess) 100x50 50 50 5 7 4.65 11.8 7.39 1.41 1.12 3.18 2.96 5.925Kanal 75x40x5x7 75 40 5 7 6.92 75.9 12.4 2.93 1.19 20.2 4.54 8.818

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Cdesign Counsultant Tabel Baja

Version 04/08/2023,06:20:33Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

Kanal 100x50x5x7.5 100 50 5 7.5 9.36 189 26.9 3.98 1.5 37.8 7.82 11.92Kanal 125x65x6x8 125 65 6 8 13.4 425 65.5 4.99 1.96 68 14.4 17.11

Kanal 150x75x6.5x10 150 75 6.5 10 18.6 864 122 6.04 2.27 115 23.6 23.71Kanal 150x75x9x12.5 150 75 9 12.5 24 1050 147 5.86 2.19 140 28.3 30.59Kanal 180x75x7x10.5 180 75 7 10.5 21.4 1380 137 7.13 2.24 154 25.5 27.2Kanal 200x70x7x10 200 70 7 10 21.1 1620 113 7.77 2.04 162 21.8 26.92

Kanal 200x80x7.5x11 200 80 7.5 11 24.6 1950 177 7.89 2.38 195 30.8 31.33Kanal 200x90x8x13.5 200 90 8 13.5 30.3 2490 286 8.03 2.72 249 45.9 38.63Kanal 250x90x9x13 250 90 9 13 34.6 4180 306 9.74 2.64 335 46.5 44.07

Kanal 250x90x11x14.5 250 90 11 14.5 40.2 4690 342 9.57 2.58 375 51.7 51.17Kanal 300x90x9x13 300 90 9 13 38.1 6440 326 11.5 2.59 429 48 48.57

Kanal 300x90x10x15.5 300 90 10 15.5 43.8 7400 373 11.5 2.59 494 56 55.74Kanal 300x90x12x16 300 90 12 16 48.6 7870 391 11.3 2.51 525 57.9 61.9

Kanal 380x100x10.5x16 380 100 10.5 16 54.5 14500 557 14.5 2.83 762 73.3 69.39Kanal 380x100x13x20 380 100 13 20 67.3 17600 671 14.3 2.8 924 89.5 85.71

Siku 40x40x3 40 40 3 3 1.83 3.53 3.53 1.23 1.23 1.21 1.21 2.336Siku 40x40x5 40 40 5 5 2.95 5.42 5.42 1.2 1.2 1.91 1.91 3.755Siku 45x45x4 45 45 4 4 2.74 6.5 6.5 1.36 1.36 2 2 3.492Siku 50x50x4 50 50 4 4 3.06 9.06 9.06 1.53 1.53 2.49 2.49 3.892Siku 50x50x6 50 50 6 6 4.43 12.6 12.6 1.5 1.5 3.55 3.55 5.644Siku 60x60x4 60 60 4 4 3.68 16 16 1.85 1.85 3.66 3.66 4.692Siku 60x60x5 60 60 5 5 4.55 19.6 19.6 1.84 1.84 4.52 4.52 5.802Siku 65x65x6 65 65 6 6 5.91 29.4 29.4 1.98 1.98 6.27 6.27 7.527Siku 65x65x8 65 65 8 8 7.66 36.8 36.8 1.94 1.94 7.97 7.97 9.761Siku 75x75x6 75 75 6 6 6.85 46.1 46.1 2.3 2.3 8.47 8.47 8.727Siku 75x75x9 75 75 9 9 9.96 64.4 64.4 2.25 2.25 12.1 12.1 12.69

Siku 75x75x12 75 75 12 12 13 81.9 81.9 2.22 2.22 15.7 15.7 16.56Siku 90x90x6 90 90 6 6 8.28 80.7 80.7 2.77 2.77 12.3 12.3 10.55Siku 90x90x7 90 90 7 7 9.59 93 93 2.76 2.76 14.2 14.2 12.22

Siku 90x90x10 90 90 10 10 13.3 125 125 2.71 2.71 19.5 19.5 17Siku 90x90x13 90 90 13 13 17 156 156 2.68 2.68 24.5 24.5 21.71

Siku 100x100x7 100 100 7 7 10.7 129 129 3.08 3.08 17.7 17.7 13.62Siku 100x100x10 100 100 10 10 14.9 175 175 3.03 3.03 24.4 24.4 19Siku 100x100x13 100 100 13 13 19.1 220 220 3 3 31.1 31.1 24.31Siku 120x120x8 120 120 8 8 14.7 258 258 3.71 3.71 29.5 29.5 18.76Siku 130x130x9 130 130 9 9 17.9 366 366 4.01 4.01 38.7 38.7 22.74

Siku 130x130x12 130 130 12 12 23.4 467 467 3.96 3.96 49.9 49.9 29.76Siku 130x130x15 130 130 15 15 28.8 368 368 3.93 3.93 61.5 61.5 36.75Siku 150x150x10 150 150 10 10 22.9 627 627 4.63 4.63 57.3 57.3 29.21Siku 150x150x12 150 150 12 12 27.3 740 740 4.61 4.61 68.2 68.2 34.77Siku 150x150x15 150 150 15 15 33.6 888 888 4.56 4.56 82.6 82.6 41.74Siku 150x150x19 150 150 19 19 41.9 1090 1090 4.52 4.52 103 103 53.38Siku 175x175x12 175 175 12 12 31.8 1170 1170 5.37 5.37 91.6 91.6 40.52Siku 175x175x15 175 175 15 15 39.4 1440 1440 5.35 5.35 114 114 50.21Siku 200x200x15 200 200 15 15 45.3 2180 2180 6.14 6.14 150 150 57.75Siku 200x200x20 200 200 20 20 59.7 2820 2820 6.09 6.09 197 197 76Siku 200x200x25 200 200 25 25 73.6 3420 3420 6.04 6.04 242 242 93.75

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Cdesign Counsultant Tabel Baja

Version 04/08/2023,06:20:33Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

Siku 200x200x29 200 200 29 29 84.5 3866 3866 5.99 5.99 276 276 107.6Siku 250x250x25 250 250 25 25 93.7 6950 6950 7.63 7.63 388 388 119.4Siku 250x250x35 250 250 35 35 126 9110 9110 7.48 7.48 519 519 162.6

DiE 10 94 99 5 8 16.3 327 130 3.97 2.5 69.7 26.2 20.8DiE 12 114 119 5 8 19.6 598 225 4.89 3 105 37.8 25DiE 14 133 138 5.5 8.5 24.4 1020 373 5.72 3.46 153 54.1 31.1DiE 15 143 148 5.5 8.5 26.2 1280 460 6.18 3.71 179 62.2 33.3DiE 16 150 157 6 9 29.7 1590 584 6.47 3.92 212 74.4 37.9DiE 18 172 177 6.5 10 36.9 2600 925 7.45 4.43 303 104 47DiE 20 190 197 7 11 44.8 3880 1400 8.24 4.96 408 143 57DiE 22 211 217 7.3 11.5 51.4 5530 1960 9.19 5.47 524 181 65.6DiE 24 229 237 7.8 12.5 60.9 7740 2780 9 5.98 676 234 77.5DiE 25 240 247 8 13 65.8 9200 3270 10.47 6.24 766 265 83.8DiE 26 250 257 8 13 68.5 10430 3680 10.94 6.49 834 286 87.2DiE 28 267 277 8.3 13.5 76.4 13350 4780 11.71 7.01 1000 345 97.4DiE 30 289 297 8.8 14.5 87.7 17960 6330 12.68 7.53 1240 426 112DiE 32 308 297 9.5 16 97.9 22560 6990 13.45 7.49 1460 471 125DiE 34 330 297 10 17 105 27620 7430 14.35 7.44 1670 500 134DiE 36 348 297 10.5 18 113 32560 7870 15.06 7.4 1870 530 143DiE 38 370 297 11 19 120 39140 8300 15.98 7.36 2120 559 153DiE 40 388 297 11 20 126 45210 8740 16.77 7.37 2330 589 161

DiE 42,5 415 297 11.5 21 135 54680 9180 17.86 7.32 2630 618 171DiE 45 438 297 12 22 143 64380 9620 18.77 7.26 2940 648 183

DiE 47,5 465 297 12.5 23 152 76350 10060 19.86 7.21 3280 677 194DiE 50 488 297 13 24 161 88310 10490 20.77 7.16 3620 707 205DiE 55 539 297 13 24.5 168 111980 10710 22.86 7.07 4150 722 214DiE 60 588 297 14 26 185 144030 11370 24.74 6.95 4900 766 235DiE 65 638 297 14 26 190 173010 11380 26.72 6.85 5420 766 242DiE 70 688 297 15 28 210 218730 12250 28.6 6.77 6360 825 267DiE 75 738 297 15 28 216 256390 12250 30.54 6.67 6950 825 275DiE 80 792 298 16 30 237 320100 13270 32.54 6.63 8080 890 302DiE 85 842 298 17 32 260 391020 14170 34.38 6.54 9290 951 331DiE 90 892 298 17 32 266 446070 14170 36.26 6.46 10000 951 339DiE 95 942 298 17 32 273 505350 14170 38.13 6.38 10730 951 348

DiE 100 992 298 17 32 280 568990 14170 39.97 6.31 11470 951 356DiR 10 112 104 10 17 34.6 852 315 4.4 2.68 152 61 44DiR 12 132 124 10 17 41.5 1500 535 5.33 3.18 227 87 52.8DiR 14 164 148 16 24 71.3 3760 1300 6.43 3.79 459 176 90.8DiR 15 174 158 16 24 76.3 4610 1580 6.88 4.04 530 200 97.2DiR 16 182 167 16 25 83.5 5560 1950 7.23 4.28 611 233 106DiR 18 202 187 16 25 93.8 7930 2730 8.15 4.78 785 292 119DiR 20 220 206 16 26 107 10900 3800 8.96 5.28 991 369 136DiR 22 240 226 16 26 114 14560 5010 9.88 5.79 1210 443 150DiR 24 260 246 17 28 134 20060 6960 10.7 6.32 1540 566 175DiR 25 274 257 18 30 153 24800 8500 11.3 6.6 1810 662 195DiR 26 288 269 20 32 172 30520 10400 11.8 6.89 2120 773 219DiR 28 310 289 21 35 201 41250 14100 12.7 7.44 2660 976 255

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DiR 30 336 311 23 38 235 56580 19080 13.8 7.99 3370 1230 299DiR 32 356 310 23 40 247 66880 19900 14.6 7.95 3760 1280 315DiR 34 376 310 23 40 251 76000 19900 15.4 7.9 4040 1280 320DiR 36 392 309 23 40 253 83590 19710 16.1 7.82 4260 1280 323DiR 38 412 309 23 40 257 93850 19710 16.9 7.76 4560 1280 327DiR 40 428 308 22 40 257 101880 19520 17.6 7.72 4760 1270 327

DiR 42,5 453 308 22 40 261 116160 19520 18.7 7.67 5130 1270 332DiR 45 474 306 21 40 261 127970 19140 19.6 7.59 5400 1250 332

DiR 47,5 499 305 21 40 265 144040 19150 20.7 7.53 5770 1250 337DiR 50 520 305 21 40 268 158050 18960 21.5 7.45 6080 1240 342DiR 55 570 305 21 40 276 195100 18960 23.5 7.34 6850 1240 352DiR 60 616 304 21 40 284 232980 18780 25.4 7.21 7560 1240 362DiR 65 666 304 21 40 292 278580 18790 27.4 7.1 8370 1240 372DiR 70 712 303 21 40 299 324170 18610 29.1 6.98 9130 6.98 381DiR 75 762 303 21 40 308 378760 18610 31.1 6.9 9940 6.9 392DiR 80 812 303 21 40 316 738240 18620 33 6.8 10790 6.8 402DiR 85 858 302 21 40 324 498180 18440 34.7 6.7 11610 6.7 413DiR 90 908 302 21 40 332 567560 18450 36.6 6.6 12500 6.6 423DiR 95 958 302 21 40 340 642220 18450 38.5 6.52 13410 6.52 434

DiR 100 1008 302 21 40 349 722330 18450 40.3 6.45 14330 6.45 444DiL 10 100 100 5 11 21.2 472 184 4.18 2.61 94.3 36.8 26.9DiL 12 120 120 5 11 25.4 849 317 5.12 3.13 142 52.9 32.3DiL 14 140 140 4.5 12 31.5 1480 549 6.07 3.71 211 78.4 40.1DiL 15 150 150 4.8 12 33.9 1840 676 6.53 3.95 246 90.1 43.2DiL 16 160 160 5 13 39.2 2420 888 6.95 4.2 302 111 50DiL 18 180 180 5.5 14 47.5 3730 1360 7.85 4.75 414 152 60.5DiL 20 200 200 6 15 56.6 5520 2000 8.74 5.27 551 200 72.1DiL 22 220 220 6.5 16 66.4 7860 2840 9.64 5.79 714 258 84.6DiL 24 240 240 7 17 77.3 10920 3920 10.5 6.31 909 326 98.5DiL 25 250 250 7.3 17.5 82.9 12710 4560 11 6.57 1020 364 106DiL 26 260 260 7.5 18 88.6 14720 5270 11.4 6.84 1130 405 113DiL 28 280 280 8 19 101 19480 6950 12.3 7.35 1390 496 129DiL 30 300 300 8.5 20 114 25250 9000 13.2 7.89 1680 600 145DiL 32 320 300 9 21 121 30440 9450 14 7.82 1900 630 154DiL 34 340 300 9.5 22 128 36180 9900 14.9 7.78 2130 660 164DiL 36 360 300 10 23 136 42690 10350 15.7 7.73 2370 690 173DiL 38 380 300 10.5 24 143 49880 10810 16.5 7.69 2620 720 183DiL 40 400 300 11 25 151 57830 11260 17.3 7.65 2890 750 192

DiL 42,5 425 300 11.5 26 159 68400 11710 18.4 7.6 3220 780 203DiL 45 450 300 12 27 168 80470 12160 19.4 7.54 3580 811 214

DiL 47,5 475 300 12.5 28 177 93580 12610 20.4 7.49 3940 841 225DiL 50 500 300 13 29 186 108260 13060 21.4 7.44 4330 871 236DiL 55 550 300 13.5 30 197 137890 13520 23.4 7.34 5010 901 251DiL 60 600 300 14 31 210 172870 13970 25.4 7.23 5760 931 267

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ex ey Code

mm mm40 21 150 25 260 29 370 33 480 37 590 41 6

100 45 7110 49 8120 53 9130 58.5 10140 59.5 11150 62.5 12160 65.5 13170 68.5 14180 71.5 15190 74.5 16200 77.5 17

212.5 81.5 18225 85 19

237.5 89 20250 92.5 21275 100 22300 107.5 2315 13.1 2420 13.3 2525 13.7 26

32.5 14.2 2740 14.5 28

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50 15.5 2960 16 3070 17.5 3180 18.4 3290 19.2 33

100 20.1 34110 21.4 35120 22.3 36130 23.6 37140 25.3 38150 27 39160 26 40175 24 41190 23.5 42200 26.5 43456 151 44450 150 45445 149.5 46404 151 47400 150 48396 150 49354 151 50350 150 51346 150 52297 151 53294 150 54291 150 55306 101 56303 100.5 57300 100 58298 99.5 59244 150 60241 150 61253 100.5 62250 100 63248 99.5 64220 150 65217 149.5 66225 100 67223 99.5 68249 216 69229 208.5 70214 203.5 71207 202.5 72203 201.5 73200 204 74200 200 75

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197 202.5 76197 199 77194 201 78195 150 79193 149.5 80200 100 81198 99.5 82178 176 83175 178.5 84175 175 85172 177 86172 174 87169 175.5 88170 125 89168 124.5 90175 87.5 91173 87 92152 150.5 93150 152.5 94150 150 95149 149.5 96147 151 97149 100.5 98147 100 99150 75 100149 74.5 101125 127.5 102125 125 103124 124.5 104122 126 105122 87.5 106125 62.5 107124 62 108104 101 109100 102 110100 100 11197 75 112

100 50 11399 49.5 114

87.5 87.5 11584.5 62.5 11687.5 45 11775 75 11874 50 11975 37.5 120

62.5 62.5 12162.5 30 122

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Cdesign Counsultant Tabel Baja

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50 50 12350 25 1244.8 4.8 1255.1 5.1 1266 6 127

6.4 6.4 1287.3 7.3 1297.6 7.6 1308 8 131

8.4 8.4 1328.9 8.9 1339.2 9.2 13410 10 135

10.8 10.8 13611.2 11.2 13711.6 11.6 13812 12 139

12.8 12.8 14013.6 13.6 14114 14 142

14.5 14.5 14314.9 14.9 14415.6 15.6 14515.6 15.6 14616.4 16.4 14717.2 17.2 14816.9 16.9 14917.7 17.7 15018.5 18.5 15118.5 18.5 15219.3 19.3 15320 20 154

19.7 19.7 15520.5 20.5 15621.3 21.3 15720.9 20.9 15821.3 21.3 15922.1 22.1 16022.9 22.9 16122.6 22.6 16223.4 23.4 16324.1 24.1 16424.8 24.8 16525.4 25.4 16626.2 26.2 16726 26 168

28.1 28.1 169

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Cdesign Counsultant Tabel Baja

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28.2 28.2 17029 29 171

29.8 29.8 17232 32 173

30.7 30.7 17431.5 31.5 17532.1 32.1 17633.6 33.6 17734.4 34.4 17835.1 35.1 17937 37 180

36.4 36.4 18137.2 37.2 18238 38 183

39.2 39.2 18440 40 185

40.8 40.8 18642.1 42.1 18742.9 42.9 18843.6 43.6 18944.9 44.9 19045.7 45.7 19146.5 46.5 19250.2 50.2 19351 51 194

51.8 51.8 19555.2 55.2 19656 56 197

56.8 56.8 1989.9 5 199

10.3 5.4 20010.7 5.8 20114.3 4.4 20214.7 4.8 20314.3 7 20414.8 7.4 20515.2 7.8 20621.5 6.8 20722.4 7.6 20814.8 9.9 20915.2 10.3 21015.6 10.7 21119.6 9.7 21220 10.1 213

20.4 10.5 21427.6 8 21528.5 8.8 216

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29.4 9.5 21719.9 12.5 21820.7 13.3 21921.5 14.1 22034.9 10.4 22135.9 11.3 22236.7 12 22323.1 13.3 22424 14.1 225

24.7 14.8 22628.9 14.1 22729.7 14.9 22830.5 15.6 22921.9 17 23022.8 17.8 23123.5 18.6 23223.9 16.5 23324.7 17.3 23425.5 18.1 23526.3 18.8 23632.3 15.1 23733.2 15.9 23834 16.7 239

38.5 13.8 24039.4 14.6 24140.2 15.4 24245.6 13.7 24346.5 14.5 24447.4 15.3 24526.7 19.3 24627.6 20.1 24728.3 20.9 24830.6 18.3 24931.5 19.1 25032.3 19.9 25143.6 16.5 25244.5 17.3 25345.3 18.1 25452.8 15.7 25553.7 16.5 25654.5 17.3 25762.1 15.2 25863 16 259

63.9 16.8 26064.7 17.6 26138.3 18.7 26239.2 19.5 263

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Cdesign Counsultant Tabel Baja

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40 20.3 26440.8 21 26533 23.2 266

33.8 24 26734.6 24.8 26841.5 21.8 26942.4 22.6 27043.2 23.4 27149.9 20.3 27250.8 21.1 27351.6 21.9 27494.9 15.7 27595.9 16.5 27696.8 17.4 27797.7 18.2 27848 23.4 279

48.9 24.2 28049.7 25 28169.3 20.1 28270.3 21 28371.2 21.8 28472 22.6 285

72.9 23.4 2860 22.7 2870 25 2880 21.1 2890 15.4 2900 15.4 2910 15.5 2920 16.8 2930 16.8 2940 16.8 2950 16.9 2960 18.6 2970 18.6 2980 18.6 2990 18.6 3000 18.6 3010 18.7 3020 17.2 3030 17.2 3040 10.6 3050 10.6 3060 7.5 3070 7.3 3080 8.2 3090 8 310

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0 9.1 3110 8.8 3120 10.3 3130 10 3140 9.7 3150 20.8 3160 12 3170 14 318

0.8 7.5 3190 8.6 3200 4 3210 4.1 322

113 151 323113 150 324116 149.5 32594.1 151 32691.8 150 32796.6 150 32877.8 151 32975.5 150 33079.9 150 33163.3 151 33260.8 150 33363.9 150 33477.9 101 33577.9 100.5 33678.4 100 33777.9 99.5 33846.6 150 33949.2 150 34059.5 100.5 34159.6 100 34259 99.5 343

40.5 150 34440.4 149.5 34551.5 100 34651 99.5 347

61.3 216 34848.5 208.5 34939 203.5 350

36.8 202.5 35135.1 201.5 35240.7 204 35332.1 200 35438.9 202.5 35530.1 199 35637 201 357

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34.1 150 35833.3 149.5 35942.3 100 36041..7 99.5 36130.5 176 36235.9 178.5 36328.6 175 36434 177 365

26.7 174 36632.1 175.5 36730.9 125 36830.2 124.5 36937.5 87.5 37037.1 87 37125.5 150.5 37230.3 152.5 37324.7 150 37423.6 149.5 37528.4 151 37629.1 100.5 37728.3 100 37834.1 75 37932.6 74.5 38025.8 127.5 38120.8 125 38219.8 124.5 38323.9 126 38422.7 87.5 38527.8 62.5 38626.3 62 38719.1 101 38820.9 102 38917.3 100 39017.9 75 39122.9 50 39221.4 49.5 39315.5 87.5 39416.3 62.5 39519.3 45 39613.7 75 39715.5 50 39817.9 37.5 39911.9 62.5 40016.4 30 40110 50 402

12.8 25 40337.5 12.7 404

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50 15.5 40562.5 19.4 40675 23.1 40775 23.1 40890 21.5 409

100 18.5 410100 22.4 411100 27.7 412125 24.2 413125 23.9 414150 22.3 415150 23.3 416150 22.5 417190 24.1 418190 25 41910.9 10.9 42011.7 11.7 42112.4 12.4 42213.7 13.7 42314.4 14.4 42416.1 16.1 42516.6 16.6 42618.1 18.1 42718.8 18.8 42820.6 20.6 42921.7 21.7 43022.9 22.9 43124.2 24.2 43224.6 24.6 43325.8 25.8 43426.9 26.9 43527.1 27.1 43628.3 28.3 43729.4 29.4 43832.4 32.4 43935.3 35.3 44036.4 36.4 44137.6 37.6 44240.5 40.5 44341.4 41.4 44442.4 42.4 44544 44 446

47.3 47.3 44748.5 48.5 44854.7 54.7 44956.7 56.7 45058.7 58.7 451

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60.1 60.1 45271 71 453

74.5 74.5 45447 49.5 45557 59.5 456

66.5 69 45771.5 74 45875 78.5 45986 88.5 46095 98.5 461

105.5 108.5 462114.5 118.5 463120 123.5 464125 128.5 465

133.5 138.5 466144.5 148.5 467154 148.5 468165 148.5 469174 148.5 470185 148.5 471194 148.5 472

207.5 148.5 473219 148.5 474

232.5 148.5 475244 148.5 476

269.5 148.5 477294 148.5 478319 148.5 479344 148.5 480369 148.5 481396 149 482421 149 483446 149 484471 149 485496 149 48656 52 48766 62 48882 74 48987 79 49091 83.5 491

101 93.5 492110 103 493120 113 494130 123 495137 128.5 496144 134.5 497155 144.5 498

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168 155.5 499178 155 500188 155 501196 154.5 502206 154.5 503214 154 504

226.5 154 505237 153 506

249.5 152.5 507260 152.5 508285 152.5 509308 152 510333 152 511356 151.5 512381 151.5 513406 151.5 514429 151 515454 151 516479 151 517504 151 51850 50 51960 60 52070 70 52175 75 52280 80 52390 90 524

100 100 525110 110 526120 120 527125 125 528130 130 529140 140 530150 150 531160 150 532170 150 533180 150 534190 150 535200 150 536

212.5 150 537225 150 538

237.5 150 539250 150 540275 150 541300 150 542

Page 60: Tabel struktur

Daftar Faktor Tekuk Tabel untuk perhitungan tekuk

w Fe 310 Fe 360 Fe 430 Fe 510l a

0 1.000 1.000 1.000 1.000 30 1.0001 1.000 1.000 1.000 1.000 31 0.9922 1.000 1.000 1.000 1.000 32 0.9843 1.000 1.000 1.000 1.000 33 0.9754 1.000 1.000 1.000 1.000 34 0.9675 1.000 1.000 1.000 1.000 35 0.9596 1.000 1.000 1.000 1.000 36 0.9517 1.000 1.000 1.000 1.000 37 0.9428 1.000 1.000 1.000 1.000 38 0.9349 1.000 1.000 1.000 1.000 39 0.962

10 1.000 1.000 1.000 1.000 40 0.91811 1.000 1.000 1.000 1.00012 1.000 1.000 1.000 1.000 l a13 1.000 1.000 1.000 1.000 51 0.82714 1.000 1.000 1.000 1.000 52 0.81915 1.000 1.000 1.000 1.000 53 0.81016 1.000 1.000 1.000 1.000 54 0.80217 1.000 1.000 1.000 1.000 55 0.79418 1.000 1.000 1.000 1.000 56 0.78619 1.000 1.000 1.000 1.000 57 0.77720 1.000 1.000 1.000 1.000 58 0.76921 1.000 1.004 1.015 1.036 59 0.76122 1.011 1.011 1.022 1.044 60 0.75323 1.004 1.017 1.030 1.05324 1.010 1.024 1.037 1.061 l a25 1.016 1.031 1.045 1.070 71 0.66226 1.022 1.038 1.052 1.079 72 0.65427 1.028 1.045 1.060 1.089 73 0.64528 1.035 1.052 1.068 1.098 74 0.63729 1.041 1.059 1.076 1.107 75 0.62930 1.047 1.066 1.084 1.117 76 0.62131 1.054 1.073 1.092 1.127 77 0.61232 1.060 1.081 1.100 1.137 78 0.60433 1.067 1.088 1.108 1.147 79 0.59634 1.073 1.096 1.117 1.158 80 0.58835 1.080 1.103 1.126 1.16836 1.087 1.111 1.134 1.179 l a37 1.094 1.119 1.143 1.190 91 0.49738 1.101 1.127 1.152 1.201 92 0.48939 1.108 1.135 1.162 1.212 93 0.48140 1.115 1.144 1.171 1.224 94 0.47241 1.123 1.152 1.181 1.236 95 0.46442 1.130 1.161 1.190 1.248 96 0.45643 1.137 1.169 1.200 1.260 97 0.44844 1.145 1.178 1.210 1.273 98 0.43945 1.153 1.187 1.220 1.286 99 0.43146 1.161 1.196 1.231 1.299 100 0.42347 1.168 1.205 1.241 1.31248 1.176 1.215 1.252 1.326 l a

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49 1.185 1.224 1.263 1.339 111 0.34350 1.193 1.234 1.274 1.354 112 0.33751 1.201 1.244 1.285 1.368 113 0.33152 1.210 1.254 1.297 1.383 114 0.32553 1.218 1.264 1.308 1.398 115 0.32054 1.227 1.274 1.320 1.413 116 0.31455 1.236 1.284 1.333 1.429 117 0.30956 1.245 1.295 1.345 1.445 118 0.30457 1.254 1.306 1.357 1.462 119 0.29958 1.263 1.317 1.370 1.479 120 0.29459 1.272 1.328 1.383 1.49660 1.282 1.339 1.397 1.514 l a61 1.292 1.351 1.410 1.532 131 0.24662 1.301 1.363 4.424 1.551 132 0.24363 1.311 1.375 1.438 1.570 133 0.23964 1.321 1.387 1.453 1.589 134 0.23665 1.332 1.399 1.467 1.609 135 0.23266 1.342 1.412 1.482 1.630 136 0.22967 1.353 1.425 1.498 1.651 137 0.22568 1.363 1.438 1.513 1.672 138 0.22269 1.374 1.451 1.529 1.694 139 0.21970 1.385 1.465 1.546 1.717 140 0.21671 1.397 1.478 1.562 1.74072 1.408 1.492 1.579 1.765 l a73 1.420 1.507 1.597 1.789 151 0.18674 1.432 1.521 1.614 1.815 152 0.18375 1.444 1.536 1.633 1.841 153 0.18176 1.456 1.552 1.651 1.868 154 0.17877 1.469 1.567 1.670 1.895 155 0.17678 1.481 1.583 1.690 1.924 156 0.17479 1.494 1.599 1.710 1.953 157 0.17280 1.507 1.616 1.730 1.983 158 0.16981 1.521 1.632 1.751 2.015 159 0.16782 1.534 1.650 1.772 2.047 160 0.16583 1.548 1.667 1.794 2.08084 1.562 1.685 1.817 2.225 l a85 1.576 1.703 1.840 2.150 171 0.14586 1.591 1.722 1.863 2.187 172 0.14387 1.606 1.741 1.888 2.225 173 0.14288 1.621 1.761 1.913 2.264 174 0.14089 1.637 1.781 1.938 2.305 175 0.13890 1.652 1.801 1.964 2.348 176 0.13791 1.668 1.822 1.991 2.397 177 0.13592 1.685 1.844 2.019 2.450 178 0.13493 1.702 1.866 2.048 2.504 179 0.13294 1.719 1.888 2.077 2.558 180 0.13195 1.736 1.911 2.107 2.61396 1.754 1.935 2.138 2.688 l a97 1.772 1.959 2.170 2.724 191 0.11698 1.790 1.984 2.203 2.780 192 0.11599 1.809 2.009 2.237 2.837 193 0.114

100 1.828 2.036 2.272 2.895 194 0.112101 1.848 2.062 2.308 2.953 195 0.111102 1.868 2.090 2.346 3.012

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103 1.889 2.118 2.389 3.071104 1.910 2.147 2.435 3.131105 1.931 2.177 2.482 3.192106 1.953 2.208 2.530 3.253107 1.976 2.239 2.578 3.314108 1.999 2.272 2.626 3.377109 2.022 2.305 2.675 3.439110 2.047 2.340 2.724 3.503111 2.071 2.375 2.774 3.567112 2.097 2.421 2.824 3.631113 2.123 2.464 2.875 3.697114 2.149 2.508 2.926 3.762115 2.176 2.552 2.978 3.829116 2.204 2.597 3.030 3.895117 2.233 2.642 3.082 3.963118 2.263 2.687 3.135 4.031119 2.293 2.733 3.189 4.100120 2.324 2.779 3.242 4.169121 2.356 2.826 3.297 4.238122 2.394 2.873 3.351 4.309123 2.433 2.920 3.406 4.380124 2.473 2.968 3.462 4.451125 2.513 3.016 3.518 4.523126 2.553 3.064 3.575 4.596127 2.594 3.113 3.632 4.669128 2.635 3.162 3.689 4.743129 2.676 3.212 3.747 4.817130 2.718 3.262 3.805 4.892131 2.760 3.312 3.864 4.968132 2.802 3.363 3.923 5.044133 3.845 3.414 3.983 5.121134 2.888 3.465 4.043 5.198135 2.931 3.517 4.104 5.276136 2.975 3.570 4.165 5.354137 3.019 3.622 4.226 5.434138 3.063 3.675 4.288 5.513139 3.107 3.729 4.350 5.593140 3.152 3.783 4.413 5.674141 3.197 3.837 4.476 5.755142 3.243 3.892 4.540 5.837143 3.289 3.947 4.604 5.920144 3.335 4.002 4.669 6.003145 3.381 4.058 4.734 6.087146 3.428 4.114 4.800 6.171147 3.475 4.170 4.866 6.256148 3.523 4.227 4.932 6.341149 3.571 4.285 4.999 6.427150 3.619 4.342 5.066 6.514151 3.667 4.401 5.134 6.601152 3.716 4.459 5.202 6.688153 3.765 4.518 5.271 6.777154 3.814 4.577 5.340 6.866155 3.864 4.637 5.410 6.955156 3.914 4.697 5.480 7.045

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157 3.964 4.757 5.550 7.136158 4.015 4.818 5.621 7.227159 4.066 4.879 5.692 7.319160 4.117 4.941 5.764 7.411161 4.169 5.003 5.836 7.504162 4.221 5.065 5.909 7.598163 4.273 5.128 5.982 7.692164 4.326 5.191 6.056 7.786165 4.379 5.254 6.130 7.881166 4.432 5.318 6.205 7.977167 4.485 5.382 6.280 8.074168 4.539 5.447 6.355 8.171169 4.593 5.512 6.431 8.268170 4.648 5.578 6.507 8.366171 4.703 5.643 6.584 8.465172 4.758 5.710 6.661 8.564173 4.813 5.776 6.739 8.664174 4.869 5.843 6.817 8.765175 4.925 5.911 6.896 8.866176 4.982 5.978 6.975 8.967177 5.039 6.046 7.054 9.070178 5.096 6.115 7.134 9.172179 5.153 6.184 7.214 9.276180 5.211 6.253 7.295 9.328181 5.269 6.323 7.377 9.484182 5.327 6.393 7.458 9.589183 5.386 6.463 7.540 9.695184 5.445 6.534 7.623 9.801185 5.504 6.605 7.706 9.908186 5.564 6.677 7.790 10.015187 5.624 6.749 7.874 10.123188 5.684 6.821 7.958 10.232189 5.745 6.894 8.043 10.341190 5.806 6.967 8.128 10.451191 5.867 7.041 8.214 10.561192 5.929 7.115 8.300 10.672193 5.991 7.189 8.387 10.783194 6.053 7.264 8.474 10.895195 6.116 7.339 8.562 11.008196 6.178 7.414 8.650 11.121197 6.242 7.490 8.738 11.235198 6.305 7.566 8.827 11.349199 6.369 7.643 8.917 11.464200 6.433 7.720 9.007 11.580

Page 64: Tabel struktur

Tabel untuk perhitungan tekuk

l a41 0.909 42 0.90143 0.89344 0.88545 0.87646 0.86847 0.86048 0.85249 0.84350 0.835

l a61 0.74462 0.73663 0.72864 0.72065 0.71166 0.70367 0.69568 0.68769 0.67870 0.670

l a81 0.58082 0.57183 0.56384 0.55585 0.54786 0.53887 0.53088 0.52289 0.51490 0.505

l a101 0.415102 0.407103 0.399104 0.391105 0.384106 0.377107 0.370108 0.363109 0.356110 0.350

l a

Page 65: Tabel struktur

121 0.289122 0.284123 0.280124 0.275125 0.271126 0.266127 0.262128 0.258129 0.254130 0.250

l a141 0.213142 0.210143 0.207144 0.204145 0.201146 0.198147 0.196148 0.193149 0.191150 0.188

l a161 0.163162 0.161163 0.159164 0.157165 0.155166 0.153167 0.152168 0.150169 0.148170 0.146

l a181 0.129182 0.128183 0.126184 0.125185 0.124186 0.122187 0.121188 0.120189 0.118190 0.117

l a196 0.110197 0.109198 0.108199 0.107200 0.106

Page 66: Tabel struktur

Daftar Tekuk Kayu

λ ω Kelas1 Kelas2 Kelas3 Kelas40 1.00 130 85 60 451 1.01 129 84 60 452 1.01 128 84 59 453 1.02 127 83 59 444 1.03 126 83 58 445 1.03 126 82 58 446 1.04 125 82 58 447 1.05 124 81 57 438 1.06 123 80 57 439 1.06 122 80 57 43

10 1.07 121 79 56 4211 1.08 120 79 56 4212 1.09 119 78 55 4113 1.09 119 78 55 4114 1.10 118 77 55 4115 1.11 117 77 54 4116 1.12 116 76 54 4017 1.13 115 75 53 4018 1.14 114 75 53 4019 1.15 113 74 52 3920 1.15 113 74 52 3921 1.16 112 73 52 3922 1.17 111 73 51 3823 1.18 110 72 51 3824 1.19 109 71 50 3825 1.20 108 71 50 3826 1.21 107 70 50 3727 1.22 107 70 49 3728 1.23 106 69 49 3729 1.24 105 69 48 3630 1.25 104 68 48 3631 1.26 103 67 48 3632 1.27 102 67 47 3533 1.28 102 66 47 3534 1.29 101 66 47 3535 1.30 100 65 46 3536 1.32 99 64 46 3437 1.33 98 64 45 3438 1.34 97 63 45 3439 1.35 96 63 44 3340 1.36 95 62 44 3341 1.38 94 62 44 3342 1.39 94 61 43 3243 1.40 93 61 43 3244 1.42 92 60 42 3245 1.43 91 59 42 3146 1.44 90 59 42 31

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47 1.46 89 58 41 3148 1.47 88 58 41 3149 1.49 87 57 40 3050 1.50 86 57 40 3051 1.52 85 56 39 3052 1.53 85 56 39 2953 1.55 84 55 39 2954 1.56 83 55 38 2855 1.58 82 54 38 2856 1.60 81 53 38 2857 1.61 81 53 37 2858 1.63 80 52 37 2859 1.65 79 52 36 2760 1.67 78 51 36 2761 1.69 77 50 36 2762 1.70 77 50 35 2663 1.72 76 49 35 2664 1.74 75 49 35 2665 1.76 74 48 34 2666 1.79 73 48 34 2567 1.81 72 47 33 2568 1.83 71 46 33 2569 1.85 70 46 32 2470 1.87 70 45 32 2471 1.90 69 45 32 2472 1.92 68 44 31 2373 1.95 67 44 31 2374 1.97 66 43 30 2375 2.00 65 43 30 2376 2.03 64 42 30 2277 2.05 63 42 29 2278 2.08 63 41 29 2279 2.11 62 40 28 2180 2.14 61 40 28 2181 2.17 60 39 28 2182 2.21 59 39 27 2083 2.24 58 38 27 2084 2.27 57 37 26 2085 2.31 56 37 26 2086 2.34 56 36 26 1987 2.38 55 36 25 1988 2.42 54 35 25 1989 2.46 53 35 24 1890 2.50 52 34 24 1891 2.54 51 33 24 1892 2.58 50 33 23 1793 2.63 49 32 22 1794 2.68 49 32 22 1795 2.73 48 31 22 1796 2.78 47 31 22 16

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97 2.83 46 30 21 1698 2.88 45 30 21 1699 2.94 44 29 20 15

100 3.00 43 28 20 15101 3.07 42 28 20 15102 3.14 41 27 19 14103 3.21 41 26 19 14104 3.28 40 26 18 14105 3.35 39 25 18 13106 3.43 38 25 18 13107 3.50 37 24 17 13108 3.57 36 24 17 13109 3.65 36 23 16 12110 3.73 35 23 16 12111 3.81 34 22 16 12112 3.89 33 22 15 12113 3.97 33 21 15 11114 4.05 32 21 15 11115 4.13 32 21 15 11116 4.21 31 20 14 11117 4.29 30 20 14 11118 4.38 30 19 14 10119 4.46 29 19 13 10120 4.55 29 19 13 10121 4.64 28 18 13 10122 4.73 28 18 13 10123 4.84 27 18 12 9124 4.91 27 17 12 9125 5.00 26 17 12 9126 5.09 26 17 12 9127 5.19 25 16 12 9128 5.28 25 16 11 9129 5.38 24 16 11 8130 5.48 24 15 11 8131 5.57 23 15 11 8132 5.67 23 15 11 8133 5.77 23 15 10 8134 5.88 22 15 10 8135 5.98 22 14 10 8136 6.08 21 14 10 7137 6.19 21 14 10 7138 6.29 21 14 10 7139 6.40 20 13 9 7140 6.51 20 13 9 7141 6.62 20 13 9 7142 6.73 19 13 9 7143 6.84 19 12 9 6144 6.95 19 12 9 6145 7.07 18 12 9 6146 7.18 18 12 8 6

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147 7.30 18 12 8 6148 7.41 18 11 8 6149 7.53 17 11 8 6150 7.65 17 11 8 6

Page 70: Tabel struktur

λ ω Kelas10 1 1301 1.01 1292 1.01 1283 1.02 1274 1.03 1265 1.03 1266 1.04 1257 1.05 1248 1.06 1239 1.06 122

10 1.07 12111 1.08 12012 1.09 11913 1.09 11914 1.1 11815 1.11 11716 1.12 11617 1.13 11518 1.14 11419 1.15 11320 1.15 11321 1.16 11222 1.17 11123 1.18 11024 1.19 10925 1.2 10826 1.21 10727 1.22 10728 1.23 10629 1.24 10530 1.25 10431 1.26 10332 1.27 10233 1.28 10234 1.29 10135 1.3 10036 1.32 9937 1.33 9838 1.34 9739 1.35 9640 1.36 9541 1.38 9442 1.39 9443 1.4 9344 1.42 9245 1.43 9146 1.44 90

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47 1.46 8948 1.47 8849 1.49 8750 1.5 8651 1.52 8552 1.53 8553 1.55 8454 1.56 8355 1.58 8256 1.6 8157 1.61 8158 1.63 8059 1.65 7960 1.67 7861 1.69 7762 1.7 7763 1.72 7664 1.74 7565 1.76 7466 1.79 7367 1.81 7268 1.83 7169 1.85 7070 1.87 7071 1.9 6972 1.92 6873 1.95 6774 1.97 6675 2 6576 2.03 6477 2.05 6378 2.08 6379 2.11 6280 2.14 6181 2.17 6082 2.21 5983 2.24 5884 2.27 5785 2.31 5686 2.34 5687 2.38 5588 2.42 5489 2.46 5390 2.5 5291 2.54 5192 2.58 5093 2.63 4994 2.68 4995 2.73 4896 2.78 47

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97 2.83 4698 2.88 4599 2.94 44

100 3 43101 3.07 42102 3.14 41103 3.21 41104 3.28 40105 3.35 39106 3.43 38107 3.5 37108 3.57 36109 3.65 36110 3.73 35111 3.81 34112 3.89 33113 3.97 33114 4.05 32115 4.13 32116 4.21 31117 4.29 30118 4.38 30119 4.46 29120 4.55 29121 4.64 28122 4.73 28123 4.84 27124 4.91 27125 5 26126 5.09 26127 5.19 25128 5.28 25129 5.38 24130 5.48 24131 5.57 23132 5.67 23133 5.77 23134 5.88 22135 5.98 22136 6.08 21137 6.19 21138 6.29 21139 6.4 20140 6.51 20141 6.62 20142 6.73 19143 6.84 19144 6.95 19145 7.07 18146 7.18 18

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147 7.3 18148 7.41 18149 7.53 17150 7.65 17

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Kelas2 Kelas385 6084 6084 5983 5983 5882 5882 5881 5780 5780 5779 5679 5678 5578 5577 5577 5476 5475 5375 5374 5274 5273 5273 5172 5171 5071 5070 5070 4969 4969 4868 4867 4867 4766 4766 4765 4664 4664 4563 4563 4462 4462 4461 4361 4360 4259 4259 42

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58 4158 4157 4057 4056 3956 3955 3955 3854 3853 3853 3752 3752 3651 3650 3650 3549 3549 3548 3448 3447 3346 3346 3245 3245 3244 3144 3143 3043 3042 3042 2941 2940 2840 2839 2839 2738 2737 2637 2636 2636 2535 2535 2434 2433 2433 2332 2232 2231 2231 22

Page 76: Tabel struktur

30 2130 2129 2028 2028 2027 1926 1926 1825 1825 1824 1724 1723 1623 1622 1622 1521 1521 1521 1520 1420 1419 1419 1319 1318 1318 1318 1217 1217 1217 1216 1216 1116 1115 1115 1115 1115 1015 1014 1014 1014 1014 1013 913 913 913 912 912 912 912 8

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12 811 811 811 8

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LUAS TULANGAN SENGKANG DALAM MM2Jumlah kaki 2

Jarak 6 8 10 12 13 16 19 2275 0.754 1.340 2.094 3.016 3.540 5.362 7.561 10.137

100 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603125 0.452 0.804 1.257 1.810 2.124 3.217 4.536 6.082150 0.377 0.670 1.047 1.508 1.770 2.681 3.780 5.068175 0.323 0.574 0.898 1.293 1.517 2.298 3.240 4.344200 0.283 0.503 0.785 1.131 1.327 2.011 2.835 3.801

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Nama perdagangan Kelas kuat BD kering udara Kelas awet 8/12rata-rata (g/cm3) kg/m³ kg/m

1 Bugis I - II 0.80 800.00 III - IV 7.682 Rengas II 0.69 690.00 II 6.6243 Rengas Burung II - III 0.64 640.00 II 6.1444 Terentang III - IV 0.40 400.00 V 3.845 Jelutung III - IV 0.40 400.00 V 3.846 Pulai IV - V 0.46 460.00 III - IV 4.4167 Damar III 0.47 470.00 IV 4.5128 Balsa V 0.16 160.00 V 1.5369 Duren II - III 0.64 640.00 IV - V 6.144

10 Salimuni II - III 0.62 620.00 I / II 5.95211 Cemara I - II 1.02 1020.00 II - III 9.79212 Kempas (mengeris) I - II 0.95 950.00 III - IV 9.1213 Kranji I - II 0.93 930.00 I 8.92814 Merbau I - (II) 0.80 800.00 I - II 7.6815 Sindur II - III 0.60 600.00 IV - V 5.7616 Perupuk II - III 0.56 560.00 IV - V 5.37617 Binuang 0.00 018 Balau I - II 0.98 980.00 I 9.40819 Bangkirai I - II 0.91 910.00 I - II 8.73620 Belangeran (I) - II 0.86 860.00 II(I - III) 8.25621 Giam (Resak Tembaga) I 0.99 990.00 I 9.50422 Keruing (I) - II 0.79 790.00 III 7.58423 Meranti putih II - IV 0.54 540.00 II - III 5.18424 Meranti merah II - IV 0.55 550.00 II - III 5.2825 Merawan II - III 0.70 700.00 II - III 6.7226 Mersawa II - III 0.66 660.00 IV 6.33627 Petanang (Sum Sel Kapur) II 0.75 750.00 III 7.228 Rasak II 0.70 700.00 III 6.7229 Sintok (I) II 0.74 740.00 III 7.10430 Coromandel I 0.05 50.00 I 0.4831 Gadog I 0.75 750.00 II - III 7.232 Kemiri V - (V) 0.31 310.00 V 2.97633 Berangan II - III 0.67 670.00 III 6.43234 Pasang I - II 0.82 820.00 II - III 7.87235 Saninten II 0.76 760.00 III 7.29636 Hiya I - II 0.91 910.00 I - II 8.73637 Bintangur(kapurnaga) II - III 0.78 780.00 III 7.48838 Gerunggang III - IV 0.47 470.00 III 4.51239 Rasamala II 0.81 810.00 II - III 7.77640 Bedaru I 1.04 1040.00 I 9.98441 Kiserah (medang) II - III 0.63 630.00 III 6.04842 Ulin I 1.04 1040.00 I 9.98443 Tembesu talang I - II 0.81 810.00 I 7.77644 Tembesu talang II 0.66 660.00 II - III 6.33645 Putat I - II 1.80 1800.00 II - III 17.2846 Bungur II - (III) 0.69 690.00 6.62447 Cempaka III - IV 0.53 530.00 5.08848 Waru gunung III 0.50 500.00 4.8

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49 Mahoni daun kecil II - III 0.64 640.00 6.14450 Mindi II - III 0.53 530.00 5.08851 Surian III - IV 0.41 410.00 3.93652 Jeunging IV - V 0.33 330.00 3.16853 Raja bunga(Segawe) I - II 0.87 870.00 8.35254 Weru (I) - II 0.77 770.00 7.39255 Tempinis I 1.01 1010.00 9.69656 Ampupu I - II 0.89 890.00 8.54457 Lara I 1.13 1130.00 10.84858 Kulin I 0.94 940.00 9.02459 Petaling I - II 0.91 910.00 8.73660 Linggua/sono kembang II 0.65 650.00 6.2461 Sonokeling II 0.90 900.00 8.64626364656667686970717273747576777879808182838485868788899091

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6/12kg/m

7.686.6246.144

3.843.84

4.4164.5121.5366.1445.9529.792

9.128.928

7.685.76

5.3760

9.4088.7368.2569.5047.5845.184

5.286.72

6.3367.2

6.727.104

0.487.2

2.9766.4327.8727.2968.7367.4884.5127.7769.9846.0489.9847.7766.33617.286.6245.088

4.8

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6.1445.0883.9363.1688.3527.3929.6968.544

10.8489.0248.736

6.248.64

Page 83: Tabel struktur

Struktur Tidak Bergoyang Struktur BergoyangNilai µ koef µ lk koef k Nilai k Nilai µ koef lk lk

0 65.616 0 0.00728 0.5 0 8.643 0 00.1 54.724 6.5616 0.00728 0.54774 0.2 8.643 1.7286 2.7029

0.10567 54.724 6.8718 0.00868 0.55 0.4 9.0595 3.4572 5.31510.15 43.64 9.2978 0.00868 0.57105 0.6 8.56 5.2691 7.8737

0.2 47.768 11.48 0.00868 0.58998 0.8 8.61 6.9811 10.55770.22419 47.768 12.635 0.00902 0.6 1 7.1218 8.7031 12.8799

0.25 36.58 13.868 0.00902 0.61112 1.5 5.638 12.264 15.58250.3 36.758 15.697 0.00902 0.62761 2 5.415 15.083 17.5344

0.35 36.744 17.535 0.00902 0.64418 2.5 4.4078 17.7905 19.52470.36757 36.744 18.181 0.00852 0.65 3 3.9502 19.9944 21.2554

0.4 26.652 19.372 0.00852 0.66015 3.5 3.1902 21.9695 23.07480.45 29.054 20.705 0.00852 0.67151 4 2.7116 23.5646 25.2867

0.5 22.459 22.158 0.00852 0.68388 4.5 2.9434 24.9204 27.41150.58422 22.459 24.049 0.0105 0.7 5 2.1967 26.3921 29.6216

0.6 19.454 24.404 0.0105 0.70372 6 1.7322 28.5888 31.66590.7 16.187 26.349 0.0105 0.72414 7 1.487 30.321 33.68260.8 13.217 27.968 0.0105 0.74113 8 1.08 31.808 36.8596

0.86396 13.217 28.813 0.01231 0.75 9 1.0969 32.888 38.78010.9 12.293 29.289 0.01231 0.75587 10 0.57062 33.9849 40.14

1 7.6412 30.519 0.01231 0.771 15 0.414 36.838 40.9981.30817 7.6412 32.873 0.01191 0.8 20 0.24562 38.908 42.4359

1.5 6.0718 34.339 0.01191 0.81746 30 0.10871 41.3642 43.2341.94988 6.0718 37.071 0.01327 0.85 40 0.0628 42.4513 43.9393

2 3.193 37.375 0.01327 0.85404 50 0.03632 43.0793 44.5182.5 2.2574 38.972 0.01327 0.87523 100 44.8953 44.8386

3 1.5884 40.1 0.01327 0.89021 45.40653.46449 1.5884 40.838 0.01746 0.9 45.7657

3.5 1.318 40.894 0.01746 0.90098 46.38844 1.0482 41.553 0.01746 0.91249

4.5 0.9582 42.078 0.01746 0.921645 0.672 42.557 0.01746 0.93001

6.25 0.32072 43.397 0.01746 0.944687.20036 0.32072 43.702 0.01798 0.95

7.5 0.48336 43.798 0.01798 0.951738.75 0.39384 44.402 0.01798 0.96259

10 0.02686 44.894 0.01798 0.9714450 0.91937 45.968 0.01798 0.99075

50.5598 0.91937 46.483 0.02151 1

Contoh RumusTidak goyanguA 6.5 43.4769uB 0.5 22.1576

k 32.817 0.79931 Err:511BergoyanguA 3 19.9944

uB 5 26.3921

k 23.193 2.01071 Err:511

D44
Pramono: Set White Text
Page 84: Tabel struktur

Struktur Bergoyangkoef Nilai k

0.13874 00.143557 0.3750.146565 0.750.139717 1.1250.035886 1.50.030835 1.5833330.042693 1.666667

0.04187 1.750.04815 1.833333

0.045803 1.9166670.09042 2

0.094127 2.20.090494 2.40.097833 2.60.099172 2.80.157381 30.260349 3.50.367674 40.582751 4.50.695459 51.252976 61.417836 71.728011 83.119152 94.402183 106.959911 12.58.029549 15

20

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TABEL PIPA ( Pipa Baja Hitam & Pipa Baja Digalvanis merk SIO)

Diameter Lubang Diameter Tebal Diameter A Berat Ix ZxNominal Luar Bersih

inch mm mm mm mm cm3 Kg/m cm4 cm3

1/2" 15 21.4 2.00 17.40 1.22 0.957 0.58 0.543/4" 20 26.9 2.00 22.90 1.57 1.228 1.22 0.91

1 25 34.1 2.00 30.10 2.02 1.583 2.61 1.531 1/4 32 42.5 2.00 38.50 2.55 1.997 5.23 2.461 1/2 40 48.4 2.00 44.40 2.92 2.288 7.86 3.25

2 50 60.8 2.00 56.80 3.70 2.900 15.99 5.262 1/2 65 76.0 2.00 72.00 4.65 3.650 31.86 8.38

3 80 88.7 2.90 82.90 7.82 6.136 72.04 16.244 100 113.9 2.90 108.10 10.12 7.938 155.92 27.385 125 140.6 2.90 134.80 12.55 9.847 297.60 42.336 150 166.1 2.90 160.30 14.87 11.671 495.37 59.658 200 219.1 5.00 209.10 33.64 26.399 1928.82 176.07

10 250 273.0 5.00 263.00 42.11 33.044 3782.34 277.0912 300 323.8 6.35 311.10 63.35 49.710 7983.77 493.1314 355 355.6 6.35 342.90 69.70 54.689 10630.68 597.9016 400 406.4 6.35 393.70 79.84 62.644 15975.73 786.2118 400 457.4 9.00 439.40 126.83 62.644 31889.59 1394.39

Note :

Ix = p/64.D4

Zx = p/32.D3