tabel baja dan beton lengkap

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MUTU BAJA (menurut PBI 1971) Tegangan leleh baja (kg/cm2) U - 22 baja lunak 2200 kg/cm2 U - 24 baja lunak 2400 kg/cm2 U - 32 baja sedang 3200 kg/cm2 U - 39 baja keras 3900 kg/cm2 U - 48 baja keras 4800 kg/cm2 Tegangan tarik/tekan yang diijinkan (kg/cm2) beban tetap beban sementara U - 22 1250 1800 U - 24 1400 2000 U - 32 1850 2650 U - 39 2250 3200 U - 48 2750 4000 Umum 0.58 x teg.leleh 0.83 x teg.leleh teg.leleh 2200 3900 Umum 1276 3237 Kekuatan tarik/tekan baja rencana (kg/cm2) U - 22 1910 U - 24 2080 U - 32 2780 U - 39 3390 U - 48 4170 Umum 0.87 x teg.leleh teg.leleh 4800 Umum 4176 MUTU BETON (menurut PBI 1971)

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Tabel Baja dan Beton

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Page 1: Tabel Baja Dan Beton Lengkap

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 2: Tabel Baja Dan Beton Lengkap

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 3: Tabel Baja Dan Beton Lengkap

Cdesign Consultant Tabel Beton

Version 05/26/2016, 03:40:06Design 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 4: Tabel Baja Dan Beton Lengkap

Cdesign Consultant Tabel Beton

Version 05/26/2016, 03:40:06Design 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 5: Tabel Baja Dan Beton Lengkap

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)

Page 6: Tabel Baja Dan Beton Lengkap

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 7: Tabel Baja Dan Beton Lengkap

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)

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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

Vn

Page 10: Tabel Baja Dan Beton Lengkap

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 11: Tabel Baja Dan Beton Lengkap

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

Vn kg

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15240

m v7362 4753

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B5 B6 B71111 1111 1111

130 130 130250 250 4001.75 2 2

2P 0P 0P

130 130 130500 350 250

6 4 2

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

Page 30: Tabel Baja Dan Beton Lengkap

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

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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!

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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 41: Tabel Baja Dan Beton Lengkap

Cdesign Consultant Tabel Beton

Version 05/26/2016, 03:40:06 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 42: Tabel Baja Dan Beton Lengkap

Cdesign Consultant Tabel Beton

Version 05/26/2016, 03:40:06 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

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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

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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 45: Tabel Baja Dan Beton Lengkap

Cdesign Consultant Statika Gempa

Version 05/26/2016, 03:40:06 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 46: Tabel Baja Dan Beton Lengkap

Cdesign Consultant Statika Gempa

Version 05/26/2016, 03:40:06 Design by Teguh Santoso SPdLiterature : SKBI 1.3.53.1987

30.0450.0650.0350.0450.0250.0350.0150.025

0.010.02

00

Page 47: Tabel Baja Dan Beton Lengkap

Cdesign Consultant Tabel Beton

Version 05/26/2016, 03:40:06 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 48: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:06Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

Code 287 Ix (cm4) 721 hb (cm) 20Jenis Baja C (channels) Iy (cm4) 87.5 bs (cm) 7.5Code baja 200.75.20.3,2 Wx (cm3) 72.1 ts (cm) 0.32

Wy (cm3) 16.8 tb (cm) 0.32ix (cm) 7.77 g (kg/m) 9.27iy (cm) 2.71 ex (cm) 0A (cm2) 11.81 ey (cm) 2.27

TABEL KONSTRUKSI BAJA (SERI METRIK)

Profil Kanal Code Baja h (mm) b (mm) d (mm) ts (mm) kg/m' Ix (cm4) Iy(cm4) ix(cm) iy(cm) Wx(cm4) Wy(cm4) A (cm2) ex (mm) ey (mm)

INP 8 80 42 3.9 5.9 5.95 77.8 6.29 3.2 0.91 19.5 3 7.6 40 21INP 10 100 50 4.5 6.8 8.32 171 12.2 4.01 1.07 34.2 4.88 10.6 50 25INP 12 120 58 5.1 7.7 11.2 328 21.5 4.81 1.23 54.7 7.41 14.2 60 29INP 14 140 66 5.7 8.6 14.4 573 35.2 5.61 1.4 81.9 10.7 18.3 70 33INP 16 160 74 6.3 9.5 17.9 935 54.7 6.4 1.55 117 14.8 22.8 80 37INP 18 180 82 6.9 10.4 21.9 1450 81.3 7.2 1.71 161 19.8 27.9 90 41INP 20 200 90 7.5 11.3 26.3 2140 117 8 1.87 214 26 33.5 100 45INP 22 220 98 8.1 12.2 31.1 3060 162 8.8 2.02 278 33.1 39.6 110 49INP 24 240 106 8.7 13.1 36.2 4250 221 9.59 2.2 354 41.7 46.1 120 53INP 26 260 117 9.4 14.1 41.9 5740 288 10.4 2.32 442 51 53.4 130 58.5INP 28 280 119 10.1 15.2 48 7590 364 11.1 2.45 542 61.2 61.1 140 59.5INP 30 300 125 10.8 16.2 54.2 9800 451 11.9 2.56 653 72.2 69.1 150 62.5INP 32 320 131 11.5 17.3 61.1 12510 555 12.7 2.67 782 84.7 77.8 160 65.5INP 34 340 137 12.2 18.3 68.1 15700 674 13.5 2.8 923 98.4 86.8 170 68.5INP 36 360 143 13 19.5 76.2 19610 818 14.2 2.9 1090 114 97.1 180 71.5INP 38 380 149 13.7 20.5 84 24010 975 15 3.02 1260 131 107 190 74.5INP 40 400 155 14.4 21.6 92.6 29210 1160 15.7 3.13 1460 149 118 200 77.5INP 42.5 425 163 15.3 23 104 36970 1440 16.7 3.3 1740 176 132 212.5 81.5INP 45 450 170 16.2 24.3 115 45850 1730 17.7 3.43 2040 203 147 225 85INP 47.5 475 178 17.1 25.6 128 56480 2090 18.6 3.6 2380 235 163 237.5 89INP 50 500 185 18 27 141 68740 2480 19.6 3.72 2750 268 180 250 92.5INP 55 550 200 19 30 167 99180 3490 21.6 4.02 3610 349 213 275 100INP 60 600 215 21.6 32.4 199 139000 4670 23.4 4.3 4630 434 254 300 107.5

CNP/Baja Kanal 3 30 33 5 7 4.27 6.39 5.33 1.08 0.99 4.26 2.68 5.4 15 13.1CNP/Baja Kanal 4 40 35 5 7 4.87 14.1 6.68 1.5 1.04 7.05 3.08 6.2 20 13.3CNP/Baja Kanal 5 50 38 5 7 5.59 26.4 9.12 1.92 1.13 10.6 3.75 7.1 25 13.7CNP/Baja Kanal 6.5 65 42 5.5 7.5 7.09 57.5 14.1 2.52 1.25 17.7 5.07 9 32.5 14.2CNP/Baja Kanal 8 80 45 6 8 8.64 106 19.4 3.1 1.33 26.5 6.36 11 40 14.5CNP/Baja Kanal 10 100 50 6 8.5 10.6 206 29.3 3.91 1.47 41.2 8.49 13.5 50 15.5CNP/Baja Kanal 12 120 55 7 9 13.4 364 43.2 4.62 1.59 60.7 11.1 17 60 16

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Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:06Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

CNP/Baja Kanal 14 140 60 7 10 16 605 62.7 5.45 1.75 86.4 14.8 20.4 70 17.5CNP/Baja Kanal 16 160 65 7.5 10.5 18.8 925 85.3 6.21 1.89 116 18.3 24 80 18.4CNP/Baja Kanal 18 180 70 8 11 22 1350 114 6.95 2.02 150 22.4 28 90 19.2CNP/Baja Kanal 20 200 75 8.5 11.5 25.3 1910 148 7.7 2.14 191 27 32.2 100 20.1CNP/Baja Kanal 22 220 80 9 12.5 29.4 2690 197 8.48 2.3 245 33.6 37.4 110 21.4CNP/Baja Kanal 24 240 85 9.5 13 33.2 3600 248 9.22 2.42 300 39.6 42.3 120 22.3CNP/Baja Kanal 26 260 90 10 14 37.9 4820 317 9.99 2.56 371 47.7 48.3 130 23.6CNP/Baja Kanal 28 280 95 10 15 41.8 6280 399 10.9 2.74 448 57.2 53.3 140 25.3CNP/Baja Kanal 30 300 100 10 16 46.2 8030 495 11.7 2.9 535 67.8 58.8 150 27CNP/Baja Kanal 32 320 100 14 17.5 59.5 10870 597 12.1 2.81 679 80.6 75.8 160 26CNP/Baja Kanal 35 350 100 14 16 60.6 12840 570 12.9 2.72 734 75 77.3 175 24CNP/Baja Kanal 38 380 102 13.3 16 62.6 15730 613 14.1 2.78 826 78.4 79.7 190 23.5CNP/Baja Kanal 40 400 110 14 18 71.8 20350 846 14.9 3.04 1020 102 91.5 200 26.5

WF (I) 900x300 912 302 18 34 286 498000 15700 37 6.56 10900 1040 364 456 151WF (I) 900x300 900 300 16 28 243 411000 12600 36.4 6.39 9140 843 309.8 450 150WF (I) 900x300 890 299 15 23 213 345000 10300 35.7 6.16 7760 688 270.9 445 149.5WF (I) 800x300 808 302 16 30 241 339000 13800 33.2 6.7 8400 915 307.6 404 151WF (I) 800x300 800 300 14 26 210 292000 11700 33 6.62 7290 782 267.4 400 150WF (I) 800x300 792 300 14 22 191 254000 9930 32.3 6.39 6410 662 243.4 396 150WF (I) 700x300 708 302 15 28 215 237000 12900 29.4 6.86 6700 853 273.6 354 151WF (I) 700x300 700 300 13 24 185 201000 10800 29.3 6.78 5760 722 235.5 350 150WF (I) 700x300 692 300 13 20 166 172000 9020 28.6 6.53 4980 602 211.5 346 150WF (I) 600x300 594 302 14 23 175 137000 10600 24.9 6.9 4620 701 222.4 297 151WF (I) 600x300 588 300 12 20 151 118000 9020 24.8 6.85 4020 601 192.5 294 150WF (I) 600x300 582 300 12 17 137 103000 7670 24.3 6.63 3530 511 174.5 291 150WF (I) 600x200 612 202 13 23 134 103000 3180 24.6 4.31 3380 314 107.7 306 101WF (I) 600x200 606 201 12 20 120 90400 2720 24.3 4.22 2980 271 152.5 303 100.5WF (I) 600x200 600 200 11 17 106 77600 2280 24 4.12 2590 228 134.4 300 100WF (I) 600x200 596 199 10 15 94.6 68700 1980 23.9 4.05 2310 199 120.5 298 99.5WF (I) 500x300 488 300 11 18 128 71000 8110 20.8 7.04 2910 541 163.5 244 150WF (I) 500x300 482 300 11 15 114 60400 6760 20.4 6.82 2500 451 145.5 241 150WF (I) 500x200 506 201 11 19 103 56500 2580 20.7 4.43 2230 257 131.3 253 100.5WF (I) 500x200 500 200 10 16 89.6 47800 2140 20.5 4.33 1910 214 114.2 250 100WF (I) 500x200 496 199 9 14 79.5 41900 1840 20.3 4.27 1690 185 101.3 248 99.5WF (I) 450x300 440 300 11 18 124 56100 8110 18.9 7.18 2550 541 157.4 220 150WF (I) 450x300 434 299 10 15 106 46800 6690 18.6 7.04 2160 448 135 217 149.5WF (I) 450x200 450 200 9 14 76 33500 1870 18.6 4.4 1490 187 96.76 225 100WF (I) 450x200 446 199 8 12 66.2 28700 1580 18.5 4.33 1290 159 84.3 223 99.5WF (I) 400x400 498 432 45 70 605 298000 94400 19.7 11.1 12000 4370 770.1 249 216WF (I) 400x400 458 417 30 50 415 187000 60500 18.8 10.7 8170 2900 528.6 229 208.5WF (I) 400x400 428 407 20 35 283 119000 39400 18.2 10.4 5570 1930 360.7 214 203.5WF (I) 400x400 414 405 18 28 232 92800 31000 17.7 10.2 4480 1530 295.4 207 202.5WF (I) 400x400 406 403 16 24 200 78000 26200 17.5 10.1 3840 1300 254.9 203 201.5WF (I) 400x400 400 408 21 21 197 70900 23800 16.8 9.75 3540 1170 250.7 200 204WF (I) 400x400 400 400 13 21 172 66600 22400 17.5 10.1 3330 1120 218.7 200 200WF (I) 400x400 394 405 18 18 168 59700 20000 16.7 9.65 3030 985 214.4 197 202.5WF (I) 400x400 394 398 11 18 147 56100 18900 17.3 10.1 2850 951 186.8 197 199

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Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

WF (I) 400x400 388 402 15 15 140 49000 16300 16.6 9.54 2520 809 178.5 194 201WF (I) 400x300 390 300 10 16 107 38700 7210 16.9 7.28 1980 481 136 195 150WF (I) 400x300 386 299 9 14 94.3 33700 6240 16.7 7.21 1740 418 120.1 193 149.5WF (I) 400x200 400 200 8 13 66 23700 1740 16.8 4.54 1190 174 84.12 200 100WF (I) 400x200 396 199 7 11 56.6 20000 1450 16.7 4.48 1010 145 75.16 198 99.5WF (I) 350x350 356 352 14 22 159 47600 16000 15.3 8.9 2670 909 202 178 176WF (I) 350x350 350 357 19 19 156 42800 14400 14.7 8.53 2450 809 198.4 175 178.5WF (I) 350x350 350 350 12 19 136 40300 13600 15.2 8.84 2300 776 173.9 175 175WF (I) 350x350 344 354 16 16 131 35300 11800 14.6 8.43 2050 669 166.6 172 177WF (I) 350x350 344 348 10 16 115 33300 11200 15.1 8.78 1940 646 146 172 174WF (I) 350x350 338 351 13 13 106 28200 9380 14.4 8.33 1670 534 135.3 169 175.5WF (I) 350x250 340 250 9 14 79.7 21700 3650 14.6 6 1280 292 101.5 170 125WF (I) 350x250 336 249 8 12 69.2 18500 3090 14.5 5.92 1100 248 88.15 168 124.5WF (I) 350x175 350 175 7 11 49.6 13600 984 14.7 3.95 775 112 63.14 175 87.5WF (I) 350x175 346 174 6 9 41.4 11100 792 14.5 3.88 641 91 52.68 173 87WF (I) 300x300 304 301 11 17 106 23400 7730 13.2 7.57 1540 514 134.8 152 150.5WF (I) 300x300 300 305 15 15 106 21500 7100 12.6 7.26 1440 466 134.8 150 152.5WF (I) 300x300 300 300 10 15 94 20400 6750 13.1 7.51 1360 450 119.8 150 150WF (I) 300x300 298 299 9 14 87 18800 6240 13 7.51 1270 417 110.8 149 149.5WF (I) 300x300 294 302 12 12 84.5 16900 5520 12.5 7.16 1150 365 107.7 147 151WF (I) 300x200 298 201 9 14 65.4 13300 1900 12.6 4.77 893 189 83.36 149 100.5WF (I) 300x200 294 200 8 12 56.8 11300 1600 12.5 4.71 771 160 72.38 147 100WF (I) 300x150 300 150 6.5 9 36.7 7210 508 12.4 3.29 481 67.7 46.78 150 75WF (I) 300x150 298 149 5.5 8 32 6320 442 12.4 3.29 424 59.3 40.8 149 74.5WF (I) 250x250 250 255 14 14 82.2 11500 3880 10.5 6.09 919 304 104.7 125 127.5WF (I) 250x250 250 250 9 14 72.4 10800 3650 10.8 6.29 867 292 92.18 125 125WF (I) 250x250 248 249 8 13 66.5 9930 3350 10.8 6.29 801 269 84.7 124 124.5WF (I) 250x250 244 252 11 11 64.4 8790 2940 10.3 5.98 720 233 82.06 122 126WF (I) 250x175 244 175 7 11 44.1 6120 984 10.4 4.18 502 113 56.24 122 87.5WF (I) 250x125 250 125 6 9 29.6 4050 294 10.4 2.79 324 47 37.66 125 62.5WF (I) 250x125 248 124 5 8 25.7 3540 255 10.4 2.79 285 41.1 32.68 124 62WF (I) 200x200 208 202 10 16 65.7 6530 2200 8.83 5.13 628 218 83.69 104 101WF (I) 200x200 200 204 12 12 56.2 4980 1700 8.35 4.88 498 167 71.53 100 102WF (I) 200x200 200 200 8 12 49.9 4720 1600 8.62 5.02 472 160 63.53 100 100WF (I) 200x150 194 150 6 9 30.6 2690 507 8.3 3.61 277 67.6 39.01 97 75WF (I) 200x100 200 100 5.5 8 21.3 1840 134 8.24 2.22 184 26.8 27.16 100 50WF (I) 200x100 198 99 4.5 7 18.2 1580 114 8.26 2.21 160 23 23.18 99 49.5WF (I) 175x175 175 175 7.5 11 40.2 2880 984 7.5 4.38 330 112 51.21 87.5 87.5WF (I) 175x125 169 125 5.5 8 23.3 1530 261 7.18 2.97 181 41.8 29.65 84.5 62.5WF (I) 175x90 175 90 5 8 18.1 1210 97.5 7.26 2.06 139 21.7 23.04 87.5 45WF (I) 150x150 150 150 7 10 31.5 1640 563 6.39 3.75 219 75.1 40.14 75 75WF (I) 150x100 148 100 6 9 21.1 1020 151 6.17 2.37 138 30.1 26.84 74 50WF (I) 150x75 150 75 5 7 14 666 49.5 6.11 1.66 88.8 13.2 17.85 75 37.5WF (I) 125x125 125 125 6.5 9 23.8 847 293 5.29 3.11 136 47 30.31 62.5 62.5WF (I) 125x60 125 60 6 8 13.2 413 29.2 4.95 1.32 66.1 9.73 16.84 62.5 30WF (I) 100x100 100 100 6 8 17.2 383 134 4.18 2.47 76.5 26.7 21.9 50 50WF (I) 100x50 100 50 5 7 9.3 187 14.8 3.98 1.12 37.5 5.91 11.85 50 25

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Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

L (sama kaki) 15.15.3 15 15 3 3 0.64 0.15 0.15 0.43 0.43 0.15 0.15 0.82 4.8 4.8L (sama kaki) 15.15.4 15 15 4 4 0.82 0.19 0.19 0.42 0.42 0.19 0.19 1.05 5.1 5.1L (sama kaki) 20.20.3 20 20 3 3 0.88 0.39 0.39 0.59 0.59 0.28 0.28 1.12 6 6L (sama kaki) 20.20.4 20 20 4 4 1.14 0.48 0.48 0.58 0.58 0.35 0.35 1.45 6.4 6.4L (sama kaki) 25.25.3 25 25 3 3 1.12 0.79 0.79 0.75 0.75 0.45 0.45 1.42 7.3 7.3L (sama kaki) 25.25.4 25 25 4 4 1.45 1.01 1.01 0.74 0.74 0.58 0.58 1.85 7.6 7.6L (sama kaki) 25.25.5 25 25 5 5 1.77 1.18 1.18 0.72 0.72 0.69 0.69 2.26 8 8L (sama kaki) 30.30.3 30 30 3 3 1.36 1.41 1.41 0.9 0.9 0.65 0.65 1.74 8.4 8.4L (sama kaki) 30.30.4 30 30 4 4 1.78 1.81 1.81 0.89 0.89 0.86 0.86 2.27 8.9 8.9L (sama kaki) 30.30.5 30 30 5 5 2.18 2.16 2.16 0.88 0.88 1.04 1.04 2.78 9.2 9.2L (sama kaki) 35.35.4 35 35 4 4 2.1 2.96 2.96 1.05 1.05 1.18 1.18 2.67 10 10L (sama kaki) 35.35.6 35 35 6 6 3.04 4.14 4.14 1.04 1.04 1.71 1.71 3.87 10.8 10.8L (sama kaki) 40.40.4 40 40 4 4 2.42 4.48 4.48 1.21 1.21 1.56 1.56 3.08 11.2 11.2L (sama kaki) 40.40.5 40 40 5 5 2.97 5.43 5.43 1.2 1.2 1.91 1.91 3.79 11.6 11.6L (sama kaki) 40.40.6 40 40 6 6 3.52 6.33 6.33 1.19 1.19 2.26 2.26 4.48 12 12L (sama kaki) 45.45.5 45 45 5 5 3.38 7.83 7.83 1.35 1.35 2.43 2.43 4.3 12.8 12.8L (sama kaki) 45.45.7 45 45 7 7 4.6 10.4 10.4 1.33 1.33 3.31 3.31 5.86 13.6 13.6L (sama kaki) 50.50.5 50 50 5 5 3.77 11 11 1.51 1.51 3.05 3.05 4.8 14 14L (sama kaki) 50.50.6 50 50 6 6 4.47 12.8 12.8 1.5 1.5 3.61 3.61 5.69 14.5 14.5L (sama kaki) 50.50.7 50 50 7 7 5.15 14.6 14.6 1.49 1.49 4.15 4.15 6.56 14.9 14.9L (sama kaki) 50.50.9 50 50 9 9 6.74 17.9 17.9 1.47 1.47 5.2 5.2 8.24 15.6 15.6L (sama kaki) 55.55.6 55 55 6 6 4.95 17.3 17.3 1.66 1.66 4.4 4.4 6.31 15.6 15.6L (sama kaki) 55.55.8 55 55 8 8 6.46 22.1 22.1 1.64 1.64 5.72 5.72 8.23 16.4 16.4L (sama kaki) 55.55.10 55 55 10 10 7.9 26.3 26.3 1.62 1.62 6.97 6.97 10.1 17.2 17.2L (sama kaki) 60.60.6 60 60 6 6 5.42 22.8 22.8 1.82 1.82 5.29 5.29 6.91 16.9 16.9L (sama kaki) 60.60.8 60 60 8 8 7.09 29.1 29.1 1.8 1.8 6.88 6.88 9.03 17.7 17.7L (sama kaki) 60.60.10 60 60 10 10 8.69 34.9 34.9 1.78 1.78 8.41 8.41 11.1 18.5 18.5L (sama kaki) 65.65.7 65 65 7 7 6.83 33.4 33.4 1.96 1.96 7.18 7.18 8.7 18.5 18.5L (sama kaki) 65.65.9 65 65 9 9 8.62 41.3 41.3 1.94 1.94 9.04 9.04 11 19.3 19.3L (sama kaki) 65.65.11 65 65 11 11 10.3 48.8 48.8 1.91 1.91 10.8 10.8 13.2 20 20L (sama kaki) 70.70.7 70 70 7 7 7.38 42.4 42.4 2.12 2.12 8.43 8.43 9.4 19.7 19.7L (sama kaki) 70.70.9 70 70 9 9 9.34 52.6 52.6 2.1 2.1 10.6 10.6 11.9 20.5 20.5L (sama kaki) 70.70.11 70 70 11 11 11.2 61.8 61.8 2.08 2.08 12.7 12.7 14.3 21.3 21.3L (sama kaki) 75.75.7 75 75 7 7 7.94 52.4 52.4 2.28 2.28 9.67 9.67 10.1 20.9 20.9L (sama kaki) 75.75.8 75 75 8 8 9.03 58.9 58.9 2.26 2.26 11 11 11.5 21.3 21.3L (sama kaki) 75.75.10 75 75 10 10 11.1 71.4 71.4 2.25 2.25 13.5 13.5 14.1 22.1 22.1L (sama kaki) 75.75.12 75 75 12 12 13.1 82.4 82.4 2.22 2.22 15.8 15.8 16.7 22.9 22.9L (sama kaki) 80.80.8 80 80 8 8 9.66 72.3 72.3 2.42 2.42 12.6 12.6 12.3 22.6 22.6L (sama kaki) 80.80.10 80 80 10 10 11.9 87.5 87.5 2.41 2.41 15.5 15.5 15.1 23.4 23.4L (sama kaki) 80.80.12 80 80 12 12 14.1 102 102 2.39 2.39 18.2 18.2 17.9 24.1 24.1L (sama kaki) 80.80.14 80 80 14 14 16.1 115 115 2.36 2.36 20.8 20.8 20.6 24.8 24.8L (sama kaki) 90.90.9 90 90 9 9 12.2 116 116 2.74 2.74 18 18 15.5 25.4 25.4L (sama kaki) 90.90.11 90 90 11 11 14.7 138 138 2.72 2.72 21.6 21.6 18.7 26.2 26.2L (sama kaki) 90.90.13 90 90 13 13 17.1 158 158 2.69 2.69 25.1 25.1 21.8 26 26L (sama kaki) 90.90.16 90 90 16 16 20.7 186 186 2.66 2.66 30.1 30.1 26.4 28.1 28.1L (sama kaki) 100.100.10 100 100 10 10 15.1 177 177 3.04 3.04 24.7 24.7 19.2 28.2 28.2L (sama kaki) 100.100.12 100 100 12 12 17.8 207 207 3.02 3.02 29.2 29.2 22.7 29 29

Page 52: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

L (sama kaki) 100.100.14 100 100 14 14 20.6 235 235 3 3 33.5 33.5 26.2 29.8 29.8L (sama kaki) 100.100.20 100 100 20 20 28.4 311 311 2.93 2.93 45.8 45.8 36.2 32 32L (sama kaki) 110.110.10 110 110 10 10 16.6 239 239 3.36 3.36 30.1 30.1 21.2 30.7 30.7L (sama kaki) 110.110.12 110 110 12 12 19.7 280 280 3.34 3.34 35.7 35.7 25.1 31.5 31.5L (sama kaki) 110.110.14 110 110 14 14 22.8 319 319 3.32 3.32 41 41 29 32.1 32.1L (sama kaki) 120.120.11 120 120 11 11 19.9 341 341 3.66 3.66 39.5 39.5 25.4 33.6 33.6L (sama kaki) 120.120.13 120 120 13 13 23.3 394 394 3.64 3.64 46 46 29.7 34.4 34.4L (sama kaki) 120.120.15 120 120 15 15 26.6 446 446 3.63 3.63 52.5 52.5 33.9 35.1 35.1L (sama kaki) 120.120.20 120 120 20 20 34.7 562 562 3.57 3.57 67.7 67.7 44.2 37 37L (sama kaki) 130.130.12 130 130 12 12 23.6 472 472 3.97 3.97 50.4 50.4 30 36.4 36.4L (sama kaki) 130.130.14 130 130 14 14 27.2 540 540 3.94 3.94 58.2 58.2 34.7 37.2 37.2L (sama kaki) 130.130.16 130 130 16 16 30.9 605 605 3.92 3.92 65.8 65.8 39.3 38 38L (sama kaki) 140.140.13 140 140 13 13 27.5 638 638 4.27 4.27 63.3 63.3 35 39.2 39.2L (sama kaki) 140.140.15 140 140 15 15 31.4 723 723 4.25 4.25 72.3 72.3 40 40 40L (sama kaki) 140.140.17 140 140 17 17 35.3 805 805 4.23 4.23 81.2 81.2 45 40.8 40.8L (sama kaki) 150.150.14 150 150 14 14 31.6 845 845 4.58 4.58 78.2 78.2 40.3 42.1 42.1L (sama kaki) 150.150.16 150 150 16 16 35.9 948 948 4.56 4.56 88.7 88.7 45.7 42.9 42.9L (sama kaki) 150.150.18 150 150 18 18 40.1 1050 1050 4.54 4.54 99.3 99.3 51 43.6 43.6L (sama kaki) 160.160.15 160 160 15 15 36.2 1100 1100 4.88 4.88 95.6 95.6 46.1 44.9 44.9L (sama kaki) 160.160.17 160 160 17 17 40.7 1230 1230 4.86 4.86 108 108 51.8 45.7 45.7L (sama kaki) 160.160.19 160 160 19 19 45.1 1350 1350 4.84 4.84 118 118 57.5 46.5 46.5L (sama kaki) 180.180.16 180 180 16 16 43.5 1680 1680 5.51 5.51 130 130 55.4 50.2 50.2L (sama kaki) 180.180.18 180 180 18 18 48.6 1870 1870 5.49 5.49 145 145 61.9 51 51L (sama kaki) 180.180.20 180 180 20 20 53.7 2040 2040 5.47 5.47 160 160 68.4 51.8 51.8L (sama kaki) 200.200.16 200 200 16 16 48.5 2340 2340 6.15 6.15 162 162 61.8 55.2 55.2L (sama kaki) 200.200.18 200 200 18 18 54.3 2600 2600 6.13 6.13 181 181 69.1 56 56L (sama kaki) 200.200.20 200 200 20 20 59.9 2850 2850 6.11 6.11 199 199 76.4 56.8 56.8

L (tidak sama kaki) 20.30.3 30 20 3 3 1.11 1.25 0.44 0.94 0.56 0.62 0.29 1.42 9.9 5L (tidak sama kaki) 20.30.4 30 20 4 4 1.45 1.59 0.55 0.93 0.55 0.81 0.38 1.85 10.3 5.4L (tidak sama kaki) 20.30.5 30 20 5 5 1.77 1.9 0.66 0.92 0.54 0.99 0.46 2.26 10.7 5.8L (tidak sama kaki) 20.40.3 40 20 3 3 1.35 2.79 0.47 1.27 0.52 1.08 0.3 1.72 14.3 4.4L (tidak sama kaki) 20.40.4 40 20 4 4 1.77 3.59 0.6 1.26 0.52 1.42 0.39 2.25 14.7 4.8L (tidak sama kaki) 30.45.3 45 30 3 3 1.72 4.48 1.6 1.43 0.86 1.46 0.7 2.19 14.3 7L (tidak sama kaki) 30.45.4 45 30 4 4 2.25 5.78 2.5 1.42 0.85 1.91 0.91 2.87 14.8 7.4L (tidak sama kaki) 30.45.5 45 30 5 5 2.77 6.99 2.47 1.41 0.84 2.35 1.11 5.83 15.2 7.8L (tidak sama kaki) 30.60.5 60 30 5 5 3.37 15.6 2.6 1.9 0.78 4.04 1.12 4.29 21.5 6.8L (tidak sama kaki) 30.60.7 60 30 7 7 4.59 20.7 3.41 1.88 0.76 5.5 1.52 3.53 22.4 7.6L (tidak sama kaki) 40.50.3 50 40 3 3 2.06 6.58 3.76 1.58 1.2 1.87 1.25 2.63 14.8 9.9L (tidak sama kaki) 40.50.4 50 40 4 4 2.71 8.54 4.86 1.57 1.19 2.47 1.64 3.46 15.2 10.3L (tidak sama kaki) 40.50.5 50 40 5 5 3.35 10.4 5.89 1.56 1.18 3.02 2.01 4.27 15.6 10.7L (tidak sama kaki) 40.60.5 60 40 5 5 3.76 17.2 6.11 1.89 1.13 4.25 2.02 4.79 19.6 9.7L (tidak sama kaki) 40.60.6 60 40 6 6 4.46 20.1 7.12 1.88 1.12 5.03 2.38 5.68 20 10.1L (tidak sama kaki) 40.60.7 60 40 7 7 5.14 23 8.07 1.87 1.11 5.79 2.74 6.55 20.4 10.5L (tidak sama kaki) 40.80.4 80 40 4 4 3.68 31.3 5.32 2.57 1.07 5.93 1.66 4.69 27.6 8L (tidak sama kaki) 40.80.6 80 40 6 6 5.41 44.9 7.59 2.55 1.05 8.73 2.44 6.89 28.5 8.8L (tidak sama kaki) 40.80.8 80 40 8 8 7.07 57.6 9.68 2.53 1.04 11.4 3.18 9.01 29.4 9.5L (tidak sama kaki) 50.65.5 65 50 5 5 4.35 23.1 11.9 2.04 1.47 5.11 3.18 5.54 19.9 12.5

Page 53: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

L (tidak sama kaki) 50.65.7 65 50 7 7 5.97 31 15.8 2.02 1.44 6.99 4.31 7.6 20.7 13.3L (tidak sama kaki) 50.65.9 65 50 9 9 7.52 38.2 19.4 2 1.42 8.77 5.39 9.58 21.5 14.1L (tidak sama kaki) 50.100.6 100 50 6 6 6.85 89.7 15.3 3.2 1.32 13.8 3.86 8.73 34.9 10.4L (tidak sama kaki) 50.100.8 100 50 8 8 8.99 116 19.5 3.18 1.31 18 5.04 11.5 35.9 11.3L (tidak sama kaki) 50.100.10 100 50 10 10 11.1 141 23.4 3.16 1.29 22.2 6.17 14.1 36.7 12L (tidak sama kaki) 55.75.5 75 55 5 5 4.95 35.5 16.2 2.37 1.6 6.84 3.89 6.3 23.1 13.3L (tidak sama kaki) 55.75.7 75 55 7 7 6.8 47.9 21.8 2.35 1.59 9.39 5.32 8.66 24 14.1L (tidak sama kaki) 55.75.9 75 55 9 9 8.59 59.4 26.8 2.33 1.57 11.8 6.66 10.9 24.7 14.8L (tidak sama kaki) 60.90.6 90 60 6 6 6.82 71.7 25.8 2.87 1.72 11.7 5.61 8.69 28.9 14.1L (tidak sama kaki) 60.90.8 90 60 8 8 8.96 92.5 33 2.85 1.7 15.4 7.31 11.4 29.7 14.9L (tidak sama kaki) 60.90.10 90 60 10 10 11 112 39.6 2.82 1.68 18.8 8.92 14.1 30.5 15.6L (tidak sama kaki) 65.75.6 75 65 6 6 6.37 44 30.7 2.33 1.94 8.3 6.39 8.11 21.9 17L (tidak sama kaki) 65.75.8 75 65 8 8 8.34 56.7 39.4 2.31 1.92 10.9 8.34 10.6 22.8 17.8L (tidak sama kaki) 65.75.10 75 65 10 10 10.3 68.4 47.3 2.29 1.9 13.3 10.2 13.1 23.5 18.6L (tidak sama kaki) 65.80.6 80 65 6 6 6.6 52.8 31.2 2.51 1.93 9.41 6.44 8.41 23.9 16.5L (tidak sama kaki) 65.80.8 80 65 8 8 8.66 68.1 40.1 2.49 1.91 12.3 8.41 11 24.7 17.3L (tidak sama kaki) 65.80.10 80 65 10 10 10.7 82.2 48.3 2.46 1.89 15.1 10.3 13.6 25.5 18.1L (tidak sama kaki) 65.80.12 80 65 12 12 12.6 95.4 55.8 2.44 1.87 17.8 12.1 16 26.3 18.8L (tidak sama kaki) 65.100.7 100 65 7 7 8.77 113 37.6 3.17 1.84 16.6 7.54 11.2 32.3 15.1L (tidak sama kaki) 65.100.9 100 65 9 9 11.1 141 46.7 3.15 1.82 21 9.52 14.2 33.2 15.9L (tidak sama kaki) 65.100.11 100 65 11 11 13.4 167 55.1 3.13 1.8 25.3 11.4 17.1 34 16.7L (tidak sama kaki) 65.115.6 115 65 6 6 8.25 145 34.4 3.71 1.81 18.9 6.71 10.5 38.5 13.8L (tidak sama kaki) 65.115.8 115 65 8 8 10.9 188 44.2 3.69 1.79 24.8 8.78 13.8 39.4 14.6L (tidak sama kaki) 65.115.10 115 65 10 10 13.4 229 53.3 3.66 1.77 30.6 10.8 17.1 40.2 15.4L (tidak sama kaki) 65.130.8 130 65 8 8 11.9 263 44.8 4.17 1.72 31.1 8.72 15.1 45.6 13.7L (tidak sama kaki) 65.130.10 130 65 10 10 14.6 321 54.2 4.15 1.71 38.4 10.7 18.6 46.5 14.5L (tidak sama kaki) 65.130.12 130 65 12 12 17.3 376 63 4.12 1.69 45.5 12.7 22.1 47.4 15.3L (tidak sama kaki) 75.90.7 90 75 7 7 8.74 88.1 55.5 2.81 2.23 13.9 9.98 11.1 26.7 19.3L (tidak sama kaki) 75.90.9 90 75 9 9 11.1 110 69.1 2.79 2.21 17.6 12.6 14.1 27.6 20.1L (tidak sama kaki) 75.90.11 90 75 11 11 13.4 130 81.7 2.77 2.19 21.1 18.5 17 28.3 20.9L (tidak sama kaki) 75.100.7 100 75 7 7 9.32 118 56.9 3.15 2.19 17 10 11.9 30.6 18.3L (tidak sama kaki) 75.100.9 100 75 9 9 11.8 148 71 3.13 2.17 21.5 12.7 15.1 31.5 19.1L (tidak sama kaki) 75.100.11 100 75 11 11 14.3 176 84 3.11 2.15 25.9 15.3 18.2 32.3 19.9L (tidak sama kaki) 75.130.8 130 75 8 8 12.5 276 68.3 4.17 2.08 31.9 11.7 15.9 43.6 16.5L (tidak sama kaki) 75.130.10 130 75 10 10 15.4 337 82.9 4.14 2.06 39.4 14.4 19.6 44.5 17.3L (tidak sama kaki) 75.130.12 130 75 12 12 18.3 395 96.5 4.12 2.04 46.6 17 23.3 45.3 18.1L (tidak sama kaki) 75.150.9 150 75 9 9 15.3 455 78.3 4.83 2 46.8 13.2 19.5 52.8 15.7L (tidak sama kaki) 75.150.11 150 75 11 11 18.6 545 93 4.8 1.98 56.6 15.9 23.6 53.7 16.5L (tidak sama kaki) 75.150.13 150 75 13 13 21.7 631 107 4.78 1.96 66.1 18.5 27.7 54.5 17.3L (tidak sama kaki) 75.170.10 170 75 10 10 18.6 709 88.2 5.47 1.93 65.7 14.8 23.7 62.1 15.2L (tidak sama kaki) 75.170.12 170 75 12 12 22.1 834 103 5.45 1.91 78 17.4 28.1 63 16L (tidak sama kaki) 75.170.14 170 75 14 14 25.5 955 117 5.42 1.89 90 20 32.5 63.9 16.8L (tidak sama kaki) 75.170.16 170 75 16 16 28.9 1070 130 5.39 1.88 102 22.6 36.8 64.7 17.6L (tidak sama kaki) 80.120.8 120 80 8 8 12.2 226 80.8 3.82 2.29 27.6 13.2 15.5 38.3 18.7L (tidak sama kaki) 80.120.10 120 80 10 10 15 276 98.1 3.8 2.27 34.1 16.2 19.1 39.2 19.5L (tidak sama kaki) 80.120.12 120 80 12 12 17.8 323 114 3.77 2.25 40.4 19.1 22.7 40 20.3L (tidak sama kaki) 80.120.14 120 80 14 14 20.5 368 130 3.75 2.23 46.4 22 26.2 40.8 21

Page 54: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

L (tidak sama kaki) 90.110.9 110 90 9 9 13.6 204 122 3.43 2.66 26.5 18.3 17.3 33 23.2L (tidak sama kaki) 90.110.11 110 90 11 11 16.4 243 146 3.41 2.64 31.9 22.1 20.9 33.8 24L (tidak sama kaki) 90.110.13 110 90 13 13 19.2 281 168 3.39 2.62 37.2 25.7 24.5 34.6 24.8L (tidak sama kaki) 90.130.10 130 90 10 10 16.6 358 141 4.11 2.58 40.5 20.6 21.2 41.5 21.8L (tidak sama kaki) 90.130.12 130 90 12 12 19.7 420 165 4.09 2.56 48 24.4 25.1 42.4 22.6L (tidak sama kaki) 90.130.14 130 90 14 14 22.8 480 187 4.07 2.54 55.3 28.1 29 43.2 23.4L (tidak sama kaki) 90.150.10 150 90 10 10 18.2 532 146 4.79 2.51 53.1 21 23.2 49.9 20.3L (tidak sama kaki) 90.150.12 150 90 12 12 21.6 626 170 4.77 2.49 63.1 24.7 27.5 50.8 21.1L (tidak sama kaki) 90.150.14 150 90 14 14 25 716 194 4.75 2.47 72.8 28.4 31.8 51.6 21.9L (tidak sama kaki) 90.250.10 250 90 10 10 26 2170 163 8.09 2.22 140 22 33.2 94.9 15.7L (tidak sama kaki) 90.250.12 250 90 12 12 31 2570 191 8.06 2.2 167 26 39.5 95.9 16.5L (tidak sama kaki) 90.250.14 250 90 14 14 36 2960 218 8.03 2.18 193 30 45.8 96.8 17.4L (tidak sama kaki) 90.250.16 250 90 16 16 40.8 3330 243 8.01 2.16 219 33.8 52 97.7 18.2L (tidak sama kaki) 100.150.10 150 100 10 10 19 552 198 4.78 2.86 54.1 25.8 24.2 48 23.4L (tidak sama kaki) 100.150.12 150 100 12 12 22.6 650 232 4.76 2.84 64.2 30.6 28.7 48.9 24.2L (tidak sama kaki) 100.150.14 150 100 14 14 26.1 744 264 4.73 2.82 74.1 35.2 33.2 49.7 25L (tidak sama kaki) 100.200.10 200 100 10 10 23 1220 210 6.46 2.68 93.2 26.3 29.2 69.3 20.1L (tidak sama kaki) 100.200.12 200 100 12 12 27.3 1440 247 6.43 2.67 111 31.3 34.8 70.3 21L (tidak sama kaki) 100.200.14 200 100 14 14 31.6 1650 282 6.41 2.65 128 36.1 40.3 71.2 21.8L (tidak sama kaki) 100.200.16 200 100 16 16 35.9 1860 316 6.38 2.63 145 40.8 45.7 72 22.6L (tidak sama kaki) 100.200.18 200 100 18 18 40 2060 347 6.36 2.61 162 45.3 51 72.9 23.4

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 11.81 0 22.7C (channels) 150.75.20.4,5 150 75 4.5 4.5 11 489 99.2 5.92 2.66 65.2 19.8 13.97 0 25C (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 9.567 0 21.1C (channels) 150.50.20.4,5 150 50 4.5 4.5 9.2 368 35.7 5.6 1.75 49 10.5 11.72 0 15.4C (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 8.607 0 15.4C (channels) 150.50.20.2,3 150 50 2.3 2.3 4.96 210 21.9 5.77 1.86 28 6.33 6.322 0 15.5C (channels) 125.50.20.4,5 125 50 4.5 4.5 8.32 238 33.5 4.74 1.78 38 10.1 10.59 0 16.8C (channels) 125.50.20.4.0 125 50 4 4 7.5 217 33.1 4.77 1.81 34.7 9.38 9.548 0 16.8C (channels) 125.50.20.3,2 125 50 3.2 3.2 6.13 181 26.6 4.82 1.85 29 8.02 7.807 0 16.8C (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 5.747 0 16.9C (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 9.469 0 18.6C (channels) 100.50.20.4,0 100 50 4 4 6.71 127 28.7 3.85 1.83 25.4 9.13 8.548 0 18.6C (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 7.007 0 18.6C (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 5.796 0 18.6C (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 5.172 0 18.6C (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 3.672 0 18.7C (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 4.137 0 17.2C (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 2.952 0 17.2C (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 2.872 0 10.6C (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 0 10.6C (channels) 350.50.50.4,5 350 50 4.5 4.5 15.4 2750 27.5 11.8 1.19 157 6.48 19.58 0 7.5C (channels) 350.50.50.4,0 350 50 4 4 13.7 2470 24.8 11.9 1.19 151 5.81 17.47 0 7.3C (channels) 300.50.50.4,5 300 50 4.5 4.5 13.6 1850 26.8 10.3 1.24 123 6.41 17.33 0 8.2C (channels) 300.50.50.4,0 300 50 4 4 12.1 1660 24.1 10.3 1.25 111 5.74 15.47 0 8C (channels) 250.50.50.4,5 250 50 4.5 4.5 11.8 1160 25.9 8.78 1.31 93 6.31 15.08 0 9.1C (channels) 250.50.50.4,0 250 50 4 4 10.6 1050 23.3 8.81 1.32 83.7 5.66 13.47 0 8.8

Page 55: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

C (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 12.83 0 10.3C (channels) 200.50.50.4,0 200 50 4 4 9 600 22.2 7.23 1.39 60 5.55 11.47 0 10C (channels) 200.50.50.3,2 200 50 3.2 3.2 7.27 490 18.2 7.28 1.4 49 4.51 9.263 0 9.7C (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 12.83 0 20.8C (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 10.58 0 12C (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 6.063 0 14C (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 3.823 0.8 7.5C (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 2.586 0 8.6C (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 0.901 0 4C (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 0 4.1

T (Tess) 900x300 456 302 18 34 143 34200 7820 13.7 6.56 997 518 182 113 151T (Tess) 900x300 450 300 16 28 122 29200 6310 13.7 6.39 866 421 154.9 113 150T (Tess) 900x300 445 299 15 23 106 26000 5140 13.9 6.16 790 344 135.4 116 149.5T (Tess) 800x300 404 302 16 30 121 21900 6900 11.9 6.7 705 457 153.8 94.1 151T (Tess) 800x300 400 300 14 26 105 18800 5860 11.9 6.62 610 391 133.7 91.8 150T (Tess) 800x300 396 300 14 22 95.6 17700 4960 12.1 6.38 593 331 121.7 96.6 150T (Tess) 700x300 354 302 15 28 107 14200 6440 10.2 6.86 513 426 136.8 77.8 151T (Tess) 700x300 350 300 13 24 92.4 12000 5410 10.1 6.78 438 361 117.7 75.5 150T (Tess) 700x300 346 300 13 20 83 11300 4510 10.3 6.53 425 301 105.7 79.9 150T (Tess) 600x300 297 302 14 23 87.3 7920 5290 8.44 6.9 339 350 111.2 63.3 151T (Tess) 600x300 294 300 12 20 75.6 6710 4510 8.35 6.85 288 301 96.24 60.8 150T (Tess) 600x300 291 300 12 17 68.5 6360 3830 8.54 6.63 280 256 87.24 63.9 150T (Tess) 600x300 306 202 13 23 67 7340 1590 9.27 4.31 322 157 85.33 77.9 101T (Tess) 600x300 303 201 12 20 59.8 6570 1360 9.28 4.22 292 135 76.24 77.9 100.5T (Tess) 600x300 300 200 11 17 52.8 5810 1140 9.3 4.12 262 114 67.21 78.4 100T (Tess) 600x300 298 199 10 15 47.3 5190 989 9.29 4.05 236 99.4 60.23 77.9 99.5T (Tess) 500x300 244 300 11 18 64.2 3620 4060 6.66 7.07 184 270 81.76 46.6 150T (Tess) 500x300 241 300 11 15 57.1 3420 3380 6.85 6.82 178 225 72.76 49.2 150T (Tess) 500x200 253 201 11 19 51.5 3670 1290 7.48 4.43 190 128 65.65 59.5 100.5T (Tess) 500x200 250 200 10 16 44.8 3210 1070 7.5 4.33 169 107 57.12 59.6 100T (Tess) 500x200 248 199 9 14 39.7 2840 922 7.49 4.27 150 92.6 50.64 59 99.5T (Tess) 450x300 220 300 11 18 61.8 2680 4060 5.84 7.68 149 270 78.69 40.5 150T (Tess) 450x300 217 299 10 15 53 2350 3350 5.89 7.04 133 224 67.52 40.4 149.5T (Tess) 450x200 225 200 9 14 38 2160 936 6.68 4.4 124 93.6 48.38 51.5 100T (Tess) 450x200 223 199 8 12 33.1 1880 790 6.67 4.33 109 79.4 42.15 51 99.5T (Tess) 400x400 249 432 45 70 302 13200 47100 5.87 11.1 706 2180 385 61.3 216T (Tess) 400x400 229 417 30 50 207 7470 30200 5.32 10.7 414 1450 264.3 48.5 208.5T (Tess) 400x400 214 407 20 35 142 4380 19700 4.93 10.4 250 967 180.3 39 203.5T (Tess) 400x400 207 405 18 28 116 3620 15500 4.95 10.2 213 766 147.7 36.8 202.5T (Tess) 400x400 203 403 16 24 100 3090 13100 4.92 10 184 650 127.4 35.1 201.5T (Tess) 400x400 200 408 21 21 98.4 3650 11900 5.4 9.75 229 584 125.3 40.7 204T (Tess) 400x400 200 400 13 21 85.8 2480 11200 4.76 10.1 147 560 109.3 32.1 200T (Tess) 400x400 197 405 18 18 84.1 3050 9980 5.34 9.65 193 493 107.2 38.9 202.5T (Tess) 400x400 197 398 11 18 73.3 2050 9460 4.68 10.1 123 475 93.41 30.1 199T (Tess) 400x400 194 402 15 15 70 2480 8130 5.27 9.54 158 404 89.23 37 201T (Tess) 400x300 195 300 10 16 53.4 1730 3600 5.05 7.28 108 240 67.98 34.1 150T (Tess) 400x300 193 299 9 14 47.1 1530 3120 5.04 7.21 95.5 209 60.05 33.3 149.5

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T (Tess) 400x200 200 200 8 13 33 1400 868 5.76 4.54 88.6 86.8 42.06 42.3 100T (Tess) 400x200 198 199 7 11 28.3 1190 723 5.76 4.48 76.4 72.7 36.08 41..7 99.5T (Tess) 350x350 178 352 14 22 79.3 1820 8000 4.25 8.9 124 455 101 30.5 176T (Tess) 350x350 175 357 19 19 77.9 2200 7220 4.71 8.53 158 404 99.19 35.9 178.5T (Tess) 350x350 175 350 12 19 68.2 1520 6790 4.18 8.84 104 388 86.94 28.6 175T (Tess) 350x350 172 354 16 16 65.4 1800 5920 4.65 8.43 131 335 83.32 34 177T (Tess) 350x350 172 348 10 16 57.3 1230 5620 4.11 8.78 84.7 323 73 26.7 174T (Tess) 350x350 169 351 13 13 53.1 1420 4690 4.59 8.33 104 267 67.63 32.1 175.5T (Tess) 350x250 170 250 9 14 39.8 1020 1830 4.48 6 73.1 146 50.76 30.9 125T (Tess) 350x250 168 249 8 12 34.6 881 1540 4.48 5.92 64 124 44.08 30.2 124.5T (Tess) 350x175 175 175 7 11 24.8 815 492 5.08 3.95 59.3 56.2 31.57 37.5 87.5T (Tess) 350x175 173 174 6 9 20.7 679 396 5.08 3.88 50 45.5 26.34 37.1 87T (Tess) 300x300 152 301 11 17 52.9 903 3870 3.66 7.57 71.4 257 67.41 25.5 150.5T (Tess) 300x300 150 305 15 15 52.9 4110 3550 4.05 7.26 92.5 233 67.39 30.3 152.5T (Tess) 300x300 150 300 10 15 47 798 3380 3.65 7.51 63.7 225 59.89 24.7 150T (Tess) 300x300 149 299 9 14 43.5 715 3120 3.59 7.51 57 209 55.4 23.6 149.5T (Tess) 300x300 147 302 12 12 42.3 858 2760 3.99 7.16 72.3 183 53.83 28.4 151T (Tess) 300x200 149 201 9 14 32.7 662 949 3.99 4.77 55.2 94.4 41.68 29.1 100.5T (Tess) 300x200 147 200 8 12 28.4 572 802 3.97 4.71 48.2 80.2 36.19 28.3 100T (Tess) 300x150 150 150 6.5 9 18.4 464 254 4.45 3.29 40 33.8 23.39 34.1 75T (Tess) 300x150 149 149 5.5 8 16 393 221 4.39 3.29 33.8 29.7 20.4 32.6 74.5T (Tess) 250x250 125 255 14 14 41.1 589 1940 3.36 6.09 59.4 152 52.34 25.8 127.5T (Tess) 250x250 125 250 9 14 36.2 412 1820 2.99 6.29 39.5 146 46.09 20.8 125T (Tess) 250x250 124 249 8 13 33.2 364 1670 2.93 6.29 34.9 134 42.35 19.8 124.5T (Tess) 250x250 122 252 11 11 32.3 445 1470 3.29 5.98 45.3 117 41.03 23.9 126T (Tess) 250x175 122 175 7 11 22.1 289 492 3.2 4.18 29.1 56.3 28.12 22.7 87.5T (Tess) 250x125 125 125 6 9 14.8 248 147 3.63 2.79 25.6 23.5 18.83 27.8 62.5T (Tess) 250x125 124 124 5 8 12.8 208 127 3.57 2.79 21.3 20.5 16.34 26.3 62T (Tess) 200x200 104 202 10 16 32.8 251 1100 2.45 5.13 29.5 109 41.85 19.1 101T (Tess) 200x200 100 204 12 12 28.1 256 851 2.67 4.88 32.4 83.4 35.77 20.9 102T (Tess) 200x200 100 200 8 12 24.9 184 801 2.41 5.02 22.3 80.1 31.77 17.3 100T (Tess) 200x150 97 150 6 9 15.3 125 254 2.53 3.61 15.8 33.8 19.51 17.9 75T (Tess) 200x100 100 100 5.5 8 10.7 114 67 2.9 2.22 14.8 13.4 13.58 22.9 50T (Tess) 200x100 99 99 4.5 7 9.1 93.8 56.8 2.84 2.21 12.1 11.5 11.59 21.4 49.5T (Tess) 175x175 87.5 175 7.5 11 20.1 115 492 2.12 4.38 15.9 56.2 25.61 15.5 87.5T (Tess) 175x125 84.5 125 5.5 8 11.6 74.1 131 2.24 2.97 10.9 20.9 14.83 16.3 62.5T (Tess) 175x90 87.5 90 5 8 9.05 70.7 48.7 2.48 2.06 10.4 10.8 11.52 19.3 45T (Tess) 150x150 75 150 7 10 15.8 66.4 282 1.82 3.75 10.8 37.6 20.07 13.7 75T (Tess) 150x100 74 100 6 9 10.5 51.7 75.3 1.93 2.37 8.84 15.1 13.42 15.5 50T (Tess) 150x75 75 75 5 7 7.01 42.6 24.7 2.18 1.66 7.46 6.59 8.925 17.9 37.5T (Tess) 125x125 62.5 125 6.5 9 11.9 35 147 1.52 3.11 6.91 23.5 15.16 11.9 62.5T (Tess) 125x60 62.5 60 6 8 6.61 27.5 14.6 1.81 1.32 5.96 4.86 8.418 16.4 30T (Tess) 100x100 50 100 6 8 8.6 16.1 66.9 1.21 2.47 4.03 13.4 10.95 10 50T (Tess) 100x50 50 50 5 7 4.65 11.8 7.39 1.41 1.12 3.18 2.96 5.925 12.8 25

Profil Kanal 75x40x5x7 75 40 5 7 6.92 75.9 12.4 2.93 1.19 20.2 4.54 8.818 37.5 12.7Profil Kanal 100x50x5x7.5 100 50 5 7.5 9.36 189 26.9 3.98 1.5 37.8 7.82 11.92 50 15.5Profil Kanal 125x65x6x8 125 65 6 8 13.4 425 65.5 4.99 1.96 68 14.4 17.11 62.5 19.4

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Literature : Tabel Profil Kontruksi Baja

Profil Kanal 150x75x6.5x10 150 75 6.5 10 18.6 864 122 6.04 2.27 115 23.6 23.71 75 23.1Profil Kanal 150x75x9x12.5 150 75 9 12.5 24 1050 147 5.86 2.19 140 28.3 30.59 75 23.1Profil Kanal 180x75x7x10.5 180 75 7 10.5 21.4 1380 137 7.13 2.24 154 25.5 27.2 90 21.5Profil Kanal 200x70x7x10 200 70 7 10 21.1 1620 113 7.77 2.04 162 21.8 26.92 100 18.5Profil Kanal 200x80x7.5x11 200 80 7.5 11 24.6 1950 177 7.89 2.38 195 30.8 31.33 100 22.4Profil Kanal 200x90x8x13.5 200 90 8 13.5 30.3 2490 286 8.03 2.72 249 45.9 38.63 100 27.7Profil Kanal 250x90x9x13 250 90 9 13 34.6 4180 306 9.74 2.64 335 46.5 44.07 125 24.2Profil Kanal 250x90x11x14.5 250 90 11 14.5 40.2 4690 342 9.57 2.58 375 51.7 51.17 125 23.9Profil Kanal 300x90x9x13 300 90 9 13 38.1 6440 326 11.5 2.59 429 48 48.57 150 22.3Profil Kanal 300x90x10x15.5 300 90 10 15.5 43.8 7400 373 11.5 2.59 494 56 55.74 150 23.3Profil Kanal 300x90x12x16 300 90 12 16 48.6 7870 391 11.3 2.51 525 57.9 61.9 150 22.5Profil Kanal 380x100x10.5x16 380 100 10.5 16 54.5 14500 557 14.5 2.83 762 73.3 69.39 190 24.1Profil Kanal 380x100x13x20 380 100 13 20 67.3 17600 671 14.3 2.8 924 89.5 85.71 190 25Profil Siku 40x40x3 40 40 3 3 1.83 3.53 3.53 1.23 1.23 1.21 1.21 2.336 10.9 10.9Profil Siku 40x40x5 40 40 5 5 2.95 5.42 5.42 1.2 1.2 1.91 1.91 3.755 11.7 11.7Profil Siku 45x45x4 45 45 4 4 2.74 6.5 6.5 1.36 1.36 2 2 3.492 12.4 12.4Profil Siku 50x50x4 50 50 4 4 3.06 9.06 9.06 1.53 1.53 2.49 2.49 3.892 13.7 13.7Profil Siku 50x50x6 50 50 6 6 4.43 12.6 12.6 1.5 1.5 3.55 3.55 5.644 14.4 14.4Profil Siku 60x60x4 60 60 4 4 3.68 16 16 1.85 1.85 3.66 3.66 4.692 16.1 16.1Profil Siku 60x60x5 60 60 5 5 4.55 19.6 19.6 1.84 1.84 4.52 4.52 5.802 16.6 16.6Profil Siku 65x65x6 65 65 6 6 5.91 29.4 29.4 1.98 1.98 6.27 6.27 7.527 18.1 18.1Profil Siku 65x65x8 65 65 8 8 7.66 36.8 36.8 1.94 1.94 7.97 7.97 9.761 18.8 18.8Profil Siku 75x75x6 75 75 6 6 6.85 46.1 46.1 2.3 2.3 8.47 8.47 8.727 20.6 20.6Profil Siku 75x75x9 75 75 9 9 9.96 64.4 64.4 2.25 2.25 12.1 12.1 12.69 21.7 21.7Profil Siku 75x75x12 75 75 12 12 13 81.9 81.9 2.22 2.22 15.7 15.7 16.56 22.9 22.9Profil Siku 90x90x6 90 90 6 6 8.28 80.7 80.7 2.77 2.77 12.3 12.3 10.55 24.2 24.2Profil Siku 90x90x7 90 90 7 7 9.59 93 93 2.76 2.76 14.2 14.2 12.22 24.6 24.6Profil Siku 90x90x10 90 90 10 10 13.3 125 125 2.71 2.71 19.5 19.5 17 25.8 25.8Profil Siku 90x90x13 90 90 13 13 17 156 156 2.68 2.68 24.5 24.5 21.71 26.9 26.9Profil Siku 100x100x7 100 100 7 7 10.7 129 129 3.08 3.08 17.7 17.7 13.62 27.1 27.1Profil Siku 100x100x10 100 100 10 10 14.9 175 175 3.03 3.03 24.4 24.4 19 28.3 28.3Profil Siku 100x100x13 100 100 13 13 19.1 220 220 3 3 31.1 31.1 24.31 29.4 29.4Profil Siku 120x120x8 120 120 8 8 14.7 258 258 3.71 3.71 29.5 29.5 18.76 32.4 32.4Profil Siku 130x130x9 130 130 9 9 17.9 366 366 4.01 4.01 38.7 38.7 22.74 35.3 35.3Profil Siku 130x130x12 130 130 12 12 23.4 467 467 3.96 3.96 49.9 49.9 29.76 36.4 36.4Profil Siku 130x130x15 130 130 15 15 28.8 368 368 3.93 3.93 61.5 61.5 36.75 37.6 37.6Profil Siku 150x150x10 150 150 10 10 22.9 627 627 4.63 4.63 57.3 57.3 29.21 40.5 40.5Profil Siku 150x150x12 150 150 12 12 27.3 740 740 4.61 4.61 68.2 68.2 34.77 41.4 41.4Profil Siku 150x150x15 150 150 15 15 33.6 888 888 4.56 4.56 82.6 82.6 41.74 42.4 42.4Profil Siku 150x150x19 150 150 19 19 41.9 1090 1090 4.52 4.52 103 103 53.38 44 44Profil Siku 175x175x12 175 175 12 12 31.8 1170 1170 5.37 5.37 91.6 91.6 40.52 47.3 47.3Profil Siku 175x175x15 175 175 15 15 39.4 1440 1440 5.35 5.35 114 114 50.21 48.5 48.5Profil Siku 200x200x15 200 200 15 15 45.3 2180 2180 6.14 6.14 150 150 57.75 54.7 54.7Profil Siku 200x200x20 200 200 20 20 59.7 2820 2820 6.09 6.09 197 197 76 56.7 56.7Profil Siku 200x200x25 200 200 25 25 73.6 3420 3420 6.04 6.04 242 242 93.75 58.7 58.7Profil Siku 200x200x29 200 200 29 29 84.5 3866 3866 5.99 5.99 276 276 107.6 60.1 60.1Profil Siku 250x250x25 250 250 25 25 93.7 6950 6950 7.63 7.63 388 388 119.4 71 71

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Literature : Tabel Profil Kontruksi Baja

Profil Siku 250x250x35 250 250 35 35 126 9110 9110 7.48 7.48 519 519 162.6 74.5 74.5DiE 10 94 99 5 8 16.3 327 130 3.97 2.5 69.7 26.2 20.8 47 49.5DiE 12 114 119 5 8 19.6 598 225 4.89 3 105 37.8 25 57 59.5DiE 14 133 138 5.5 8.5 24.4 1020 373 5.72 3.46 153 54.1 31.1 66.5 69DiE 15 143 148 5.5 8.5 26.2 1280 460 6.18 3.71 179 62.2 33.3 71.5 74DiE 16 150 157 6 9 29.7 1590 584 6.47 3.92 212 74.4 37.9 75 78.5DiE 18 172 177 6.5 10 36.9 2600 925 7.45 4.43 303 104 47 86 88.5DiE 20 190 197 7 11 44.8 3880 1400 8.24 4.96 408 143 57 95 98.5DiE 22 211 217 7.3 11.5 51.4 5530 1960 9.19 5.47 524 181 65.6 105.5 108.5DiE 24 229 237 7.8 12.5 60.9 7740 2780 9 5.98 676 234 77.5 114.5 118.5DiE 25 240 247 8 13 65.8 9200 3270 10.47 6.24 766 265 83.8 120 123.5DiE 26 250 257 8 13 68.5 10430 3680 10.94 6.49 834 286 87.2 125 128.5DiE 28 267 277 8.3 13.5 76.4 13350 4780 11.71 7.01 1000 345 97.4 133.5 138.5DiE 30 289 297 8.8 14.5 87.7 17960 6330 12.68 7.53 1240 426 112 144.5 148.5DiE 32 308 297 9.5 16 97.9 22560 6990 13.45 7.49 1460 471 125 154 148.5DiE 34 330 297 10 17 105 27620 7430 14.35 7.44 1670 500 134 165 148.5DiE 36 348 297 10.5 18 113 32560 7870 15.06 7.4 1870 530 143 174 148.5DiE 38 370 297 11 19 120 39140 8300 15.98 7.36 2120 559 153 185 148.5DiE 40 388 297 11 20 126 45210 8740 16.77 7.37 2330 589 161 194 148.5DiE 42.5 415 297 11.5 21 135 54680 9180 17.86 7.32 2630 618 171 207.5 148.5DiE 45 438 297 12 22 143 64380 9620 18.77 7.26 2940 648 183 219 148.5DiE 47.5 465 297 12.5 23 152 76350 10060 19.86 7.21 3280 677 194 232.5 148.5DiE 50 488 297 13 24 161 88310 10490 20.77 7.16 3620 707 205 244 148.5DiE 55 539 297 13 24.5 168 111980 10710 22.86 7.07 4150 722 214 269.5 148.5DiE 60 588 297 14 26 185 144030 11370 24.74 6.95 4900 766 235 294 148.5DiE 65 638 297 14 26 190 173010 11380 26.72 6.85 5420 766 242 319 148.5DiE 70 688 297 15 28 210 218730 12250 28.6 6.77 6360 825 267 344 148.5DiE 75 738 297 15 28 216 256390 12250 30.54 6.67 6950 825 275 369 148.5DiE 80 792 298 16 30 237 320100 13270 32.54 6.63 8080 890 302 396 149DiE 85 842 298 17 32 260 391020 14170 34.38 6.54 9290 951 331 421 149DiE 90 892 298 17 32 266 446070 14170 36.26 6.46 10000 951 339 446 149DiE 95 942 298 17 32 273 505350 14170 38.13 6.38 10730 951 348 471 149DiE 100 992 298 17 32 280 568990 14170 39.97 6.31 11470 951 356 496 149DiR 10 112 104 10 17 34.6 852 315 4.4 2.68 152 61 44 56 52DiR 12 132 124 10 17 41.5 1500 535 5.33 3.18 227 87 52.8 66 62DiR 14 164 148 16 24 71.3 3760 1300 6.43 3.79 459 176 90.8 82 74DiR 15 174 158 16 24 76.3 4610 1580 6.88 4.04 530 200 97.2 87 79DiR 16 182 167 16 25 83.5 5560 1950 7.23 4.28 611 233 106 91 83.5DiR 18 202 187 16 25 93.8 7930 2730 8.15 4.78 785 292 119 101 93.5DiR 20 220 206 16 26 107 10900 3800 8.96 5.28 991 369 136 110 103DiR 22 240 226 16 26 114 14560 5010 9.88 5.79 1210 443 150 120 113DiR 24 260 246 17 28 134 20060 6960 10.7 6.32 1540 566 175 130 123DiR 25 274 257 18 30 153 24800 8500 11.3 6.6 1810 662 195 137 128.5DiR 26 288 269 20 32 172 30520 10400 11.8 6.89 2120 773 219 144 134.5DiR 28 310 289 21 35 201 41250 14100 12.7 7.44 2660 976 255 155 144.5DiR 30 336 311 23 38 235 56580 19080 13.8 7.99 3370 1230 299 168 155.5DiR 32 356 310 23 40 247 66880 19900 14.6 7.95 3760 1280 315 178 155

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Literature : Tabel Profil Kontruksi Baja

DiR 34 376 310 23 40 251 76000 19900 15.4 7.9 4040 1280 320 188 155DiR 36 392 309 23 40 253 83590 19710 16.1 7.82 4260 1280 323 196 154.5DiR 38 412 309 23 40 257 93850 19710 16.9 7.76 4560 1280 327 206 154.5DiR 40 428 308 22 40 257 101880 19520 17.6 7.72 4760 1270 327 214 154DiR 42.5 453 308 22 40 261 116160 19520 18.7 7.67 5130 1270 332 226.5 154DiR 45 474 306 21 40 261 127970 19140 19.6 7.59 5400 1250 332 237 153DiR 47.5 499 305 21 40 265 144040 19150 20.7 7.53 5770 1250 337 249.5 152.5DiR 50 520 305 21 40 268 158050 18960 21.5 7.45 6080 1240 342 260 152.5DiR 55 570 305 21 40 276 195100 18960 23.5 7.34 6850 1240 352 285 152.5DiR 60 616 304 21 40 284 232980 18780 25.4 7.21 7560 1240 362 308 152DiR 65 666 304 21 40 292 278580 18790 27.4 7.1 8370 1240 372 333 152DiR 70 712 303 21 40 299 324170 18610 29.1 6.98 9130 6.98 381 356 151.5DiR 75 762 303 21 40 308 378760 18610 31.1 6.9 9940 6.9 392 381 151.5DiR 80 812 303 21 40 316 738240 18620 33 6.8 10790 6.8 402 406 151.5DiR 85 858 302 21 40 324 498180 18440 34.7 6.7 11610 6.7 413 429 151DiR 90 908 302 21 40 332 567560 18450 36.6 6.6 12500 6.6 423 454 151DiR 95 958 302 21 40 340 642220 18450 38.5 6.52 13410 6.52 434 479 151DiR 100 1008 302 21 40 349 722330 18450 40.3 6.45 14330 6.45 444 504 151DiL 10 100 100 5 11 21.2 472 184 4.18 2.61 94.3 36.8 26.9 50 50DiL 12 120 120 5 11 25.4 849 317 5.12 3.13 142 52.9 32.3 60 60DiL 14 140 140 4.5 12 31.5 1480 549 6.07 3.71 211 78.4 40.1 70 70DiL 15 150 150 4.8 12 33.9 1840 676 6.53 3.95 246 90.1 43.2 75 75DiL 16 160 160 5 13 39.2 2420 888 6.95 4.2 302 111 50 80 80DiL 18 180 180 5.5 14 47.5 3730 1360 7.85 4.75 414 152 60.5 90 90DiL 20 200 200 6 15 56.6 5520 2000 8.74 5.27 551 200 72.1 100 100DiL 22 220 220 6.5 16 66.4 7860 2840 9.64 5.79 714 258 84.6 110 110DiL 24 240 240 7 17 77.3 10920 3920 10.5 6.31 909 326 98.5 120 120DiL 25 250 250 7.3 17.5 82.9 12710 4560 11 6.57 1020 364 106 125 125DiL 26 260 260 7.5 18 88.6 14720 5270 11.4 6.84 1130 405 113 130 130DiL 28 280 280 8 19 101 19480 6950 12.3 7.35 1390 496 129 140 140DiL 30 300 300 8.5 20 114 25250 9000 13.2 7.89 1680 600 145 150 150DiL 32 320 300 9 21 121 30440 9450 14 7.82 1900 630 154 160 150DiL 34 340 300 9.5 22 128 36180 9900 14.9 7.78 2130 660 164 170 150DiL 36 360 300 10 23 136 42690 10350 15.7 7.73 2370 690 173 180 150DiL 38 380 300 10.5 24 143 49880 10810 16.5 7.69 2620 720 183 190 150DiL 40 400 300 11 25 151 57830 11260 17.3 7.65 2890 750 192 200 150DiL 42.5 425 300 11.5 26 159 68400 11710 18.4 7.6 3220 780 203 212.5 150DiL 45 450 300 12 27 168 80470 12160 19.4 7.54 3580 811 214 225 150DiL 47.5 475 300 12.5 28 177 93580 12610 20.4 7.49 3940 841 225 237.5 150DiL 50 500 300 13 29 186 108260 13060 21.4 7.44 4330 871 236 250 150DiL 55 550 300 13.5 30 197 137890 13520 23.4 7.34 5010 901 251 275 150DiL 60 600 300 14 31 210 172870 13970 25.4 7.23 5760 931 267 300 150

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Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

Code

123456789101112131415161718192021222324252627282930

Page 61: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

3132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677

Page 62: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

78798081828384858687888990919293949596979899

100101102103104105106107108109110111112113114115116117118119120121122123124

Page 63: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171

Page 64: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218

Page 65: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256257258259260261262263264265

Page 66: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309310311312

Page 67: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

313314315316317318319320321322323324325326327328329330331332333334335336337338339340341342343344345346347348349350351352353354355356357358359

Page 68: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

360361362363364365366367368369370371372373374375376377378379380381382383384385386387388389390391392393394395396397398399400401402403404405406

Page 69: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

407408409410411412413414415416417418419420421422423424425426427428429430431432433434435436437438439440441442443444445446447448449450451452453

Page 70: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

454455456457458459460461462463464465466467468469470471472473474475476477478479480481482483484485486487488489490491492493494495496497498499500

Page 71: Tabel Baja Dan Beton Lengkap

Cdesign Counsultant Tabel Baja

Version 05/26/2016,03:40:07Design by Teguh Santoso S.Pd

Literature : Tabel Profil Kontruksi Baja

501502503504505506507508509510511512513514515516517518519520521522523524525526527528529530531532533534535536537538539540541542

Page 72: Tabel Baja Dan Beton Lengkap

Daftar Faktor Tekuk Tabel untuk perhitungan tekuk

Fe 310 Fe 360 Fe 430 Fe 510

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 13 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 25 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 37 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

Page 73: Tabel Baja Dan Beton Lengkap

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 61 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 73 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 85 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 97 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

Page 74: Tabel Baja Dan Beton Lengkap

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

Page 75: Tabel Baja Dan Beton Lengkap

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 76: Tabel Baja Dan Beton Lengkap

Tabel untuk perhitungan tekuk

41 0.909 42 0.90143 0.89344 0.88545 0.87646 0.86847 0.86048 0.85249 0.84350 0.835

61 0.74462 0.73663 0.72864 0.72065 0.71166 0.70367 0.69568 0.68769 0.67870 0.670

81 0.58082 0.57183 0.56384 0.55585 0.54786 0.53887 0.53088 0.52289 0.51490 0.505

101 0.415102 0.407103 0.399104 0.391105 0.384106 0.377107 0.370108 0.363109 0.356110 0.350

Page 77: Tabel Baja Dan Beton Lengkap

121 0.289122 0.284123 0.280124 0.275125 0.271126 0.266127 0.262128 0.258129 0.254130 0.250

141 0.213142 0.210143 0.207144 0.204145 0.201146 0.198147 0.196148 0.193149 0.191150 0.188

161 0.163162 0.161163 0.159164 0.157165 0.155166 0.153167 0.152168 0.150169 0.148170 0.146

181 0.129182 0.128183 0.126184 0.125185 0.124186 0.122187 0.121188 0.120189 0.118190 0.117

196 0.110197 0.109198 0.108199 0.107200 0.106

Page 78: Tabel Baja Dan Beton Lengkap
Page 79: Tabel Baja Dan Beton Lengkap
Page 80: Tabel Baja Dan Beton Lengkap

Daftar Tekuk Kayu

I II III IV0 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

Page 81: Tabel Baja Dan Beton Lengkap

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

Page 82: Tabel Baja Dan Beton Lengkap

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 84: Tabel Baja Dan Beton Lengkap

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

Page 85: Tabel Baja Dan Beton Lengkap

Nama perdagangan Kelas kuat BD kering udara Kelas awetrata-rata (g/cm3)

1 Bugis I - II 0.80 III - IV2 Rengas II 0.69 II3 Rengas Burung II - III 0.64 II4 Terentang III - IV 0.40 V5 Jelutung III - IV 0.40 V6 Pulai IV - V 0.46 III - IV7 Damar III 0.47 IV8 Balsa V 0.16 V9 Duren II - III 0.64 IV - V

10 Salimuni II - III 0.62 I / II11 Cemara I - II 1.02 II - III12 Kempas (mengeris) I - II 0.95 III - IV13 Kranji I - II 0.93 I14 Merbau I - (II) 0.80 I - II15 Sindur II - III 0.60 IV - V16 Perupuk II - III 0.56 IV - V17 Binuang18 Balau I - II 0.98 I19 Bangkirai I - II 0.91 I - II20 Belangeran (I) - II 0.86 II(I - III)21 Giam (Resak Tembaga) I 0.99 I22 Keruing (I) - II 0.79 III23 Meranti putih II - IV 0.54 II - III24 Meranti merah II - IV 0.55 II - III25 Merawan II - III 0.70 II - III26 Mersawa II - III 0.66 IV27 Petanang (Sum Sel Kapur) II 0.75 III28 Rasak II 0.70 III29 Sintok (I) II 0.74 III30 Coromandel I 0.05 I31 Gadog I 0.75 II - III32 Kemiri V - (V) 0.31 V33 Berangan II - III 0.67 III34 Pasang I - II 0.82 II - III35 Saninten II 0.76 III36 Hiya I - II 0.91 I - II37 Bintangur(kapurnaga) II - III 0.78 III38 Gerunggang III - IV 0.47 III39 Rasamala II 0.81 II - III40 Bedaru I 1.04 I41 Kiserah (medang) II - III 0.63 III42 Ulin I 1.04 I43 Tembesu talang I - II 0.81 I44 Tembesu talang II 0.66 II - III

Page 86: Tabel Baja Dan Beton Lengkap

45 Putat I - II 1.80 II - III46 Bungur II - (III) 0.6947 Cempaka III - IV 0.5348 Waru gunung III 0.5049 Mahoni daun kecil II - III 0.6450 Mindi II - III 0.5351 Surian III - IV 0.4152 Jeunging IV - V 0.3353 Raja bunga(Segawe) I - II 0.8754 Weru (I) - II 0.7755 Tempinis I 1.0156 Ampupu I - II 0.8957 Lara I 1.1358 Kulin I 0.9459 Petaling I - II 0.9160 Linggua/sono kembang II 0.6561 Sonokeling II 0.90626364656667686970717273747576777879808182838485868788899091