BESI PLAT KAPAL/Metric Size BESI PLAT KAPAL/Inches Size

No. TEBAL UKURAN BERAT KET. No. TEBAL TEBAL UKURAN BERATmm SIZE kg Inches mm SIZE kg

1 4.5 5' x 20' 328.05 3,430.90 1 3/16 4.8 5' x 20' 3472 5 5' x 20' 364.5 3,417.86 2 1/4 6.4 5' x 20' 4633 6 5' x 20' 437.4 3,409.09 3 5/16 7.9 5' x 20' 5794 7 5' x 20' 510.3 3,302.52 4 3/8 9.5 5' x 20' 6945 8 5' x 20' 583.2 3,302.52 5 7/16 11.1 5' x 20' 8106 9 5' x 20' 656.1 3,304.17 6 1/2 12.7 5' x 20' 9267 10 5' x 20' 729 5,760.25 7 9/16 14.3 5' x 20' 10428 12 5' x 20' 874.8 3,295.45 8 5/8 15.9 5' x 20' 11579 14 5' x 20' 1020.6 3,299.49 9 11/16 17.5 5' x 20' 127310 16 5' x 20' 1166.4 3,295.45 10 3/4 19.05 5' x 20' 138911 19 5' x 20' 1385.1 3,293.22 11 13/16 20.6 5' x 20' 150412 22 5' x 20' 1603.8 3,293.53 12 7/8 22.2 5' x 20' 162013 25 5' x 20' 1822.5 3,293.76 13 15/16 23.8 5' x 20' 173614 30 5' x 20' 2187 3,416.40 14 1 25.4 5' x 20' 185215 40 5' x 20' 2916 15 3/16 4.8 6' x 20' 41916 50 5' x 20' 3645 16 1/4 6.4 6' x 20' 55817 4.5 6' x 20' 393.75 3,430.90 17 15/16 23.8 6' x 20' 209318 5 6' x 20' 437.5 3,417.86 18 3/8 9.5 6' x 20' 83719 6 6' x 20' 525 3,409.09 19 7/16 11.1 6' x 20' 97720 8 6' x 20' 700 3,304.17 20 1/2 12.7 6' x 20' 111621 9 6' x 20' 787.5 5,760.25 21 9/16 14.3 6' x 20' 125622 10 6' x 20' 875 3,295.45 22 5/8 15.9 6' x 20' 139523 12 6' x 20' 1050 3,299.49 23 11/16 17.5 6' x 20' 153524 14 6' x 20' 1225 3,295.45 24 3/4 19.0 6' x 20' 167425 16 6' x 20' 1400 3,293.22 25 13/16 20.6 6' x 20' 181426 19 6' x 20' 1662.5 3,293.53 26 7/8 22.2 6' x 20' 195427 22 6' x 20' 1925 3,293.76 27 15/16 23.8 6' x 20' 209328 25 6' x 20' 2187.5 28 1 25.4 6' x 20' 2233

Note, Note,

Cara penghitungan berat : Cara penghitungan berat :5'x20'= Thk (mm) x 72.9 = Berat (Kg) 6'x20'= Thk(inch) x 25.4 x 87.9 = Berat (Kg)6'x20'= Thk (mm) x 87.5 = Berat (Kg)

BESI PLAT KAPAL/Inches SizeKET.

6'x20'= Thk(inch) x 25.4 x 87.9 = Berat (Kg)

BESI PLAT PUTIH/Cold Rolled Steel Sheets BESI PLAT HITAM/Hot Rolled Steel Sheets

No. Tebal UKURAN BERAT(Kg) KET. No. UKURAN PANJANG BERAT(Kg) KET.Thk(mm) SIZE WEIGHT Rp./Kg SIZE LENGTH WEIGHT Rp./Kg

1 0.35 3' x 6' 4.60 1 1.20 mm 4' x 8' 28 Kg2 0.4 3' x 6' 5.25 2 1.40 mm 4' x 8' 33 Kg3 0.5 3' x 6' 6.57 3 1.50 mm 4' x 8' 35 Kg 4,240.56 4 0.6 3' x 6' 7.88 4 1.90 mm 4' x 8' 44.5 Kg5 0.65 3' x 6' 8.53 5 2.00 mm 4' x 8' 46.7 Kg 3,536.36 6 0.7 3' x 6' 9.19 6 2.3 mm 4' x 8' 54 Kg 3,502.20 7 0.9 3' x 6' 11.82 7 2.60 mm 4' x 8' 60.7 Kg8 1 3' x 6' 13.13 8 2.80 mm 4' x 8' 65.3 Kg9 1.2 3' x 6' 15.76 9 2.90 mm 4' x 8' 67.6 Kg10 1.5 3' x 6' 19.70 10 3.00 mm 4' x 8' 70 Kg 3,409.09 11 2 3' x 6' 26.26 11 3.20 mm 4' x 8' 75 Kg 3,473.12 12 0.35 4' x 8' 8.17 12 4 mm 4' x 8' 93.3 Kg 3,409.09 13 0.4 4' x 8' 9.33 13 4.50 mm 4' x 8' 105 Kg 3,430.90 14 0.6 4' x 8' 14.00 14 5 mm 4' x 8' 117 Kg 3,417.86 15 0.7 4' x 8' 16.33 15 6 mm 4' x 8' 140 Kg 3,409.09 16 0.8 4' x 8' 18.66 16 8 mm 4' x 8' 187 Kg 3,313.65 17 0.9 4' x 8' 21.00 17 9 mm 4' x 8' 210 Kg 3,304.17 18 1 4' x 8' 23.33 18 10 mm 4' x 8' 233 Kg 5,760.25 19 1.2 4' x 8' 28.00 19 12 mm 4' x 8' 280 Kg 3,295.45 20 1.5 4' x 8' 35.00 20 13 mm 4' x 8' 303 Kg21 1.6 4' x 8' 37.33 21 15 mm 4' x 8' 350 Kg 3,295.45 22 1.9 4' x 8' 44.33 22 16 mm 4' x 8' 373 Kg 4,267.37 23 2 4' x 8' 46.66 3,536.36 23 18 mm 4' x 8' 420 Kg 3,296.24

Note, Note,Cara penghitungan berat : Cara penghitungan berat :3'x6'= Tebalx13.13 = Berat (Kg) 4'x8'= Tebalx23.33 = Berat (Kg)4'x8'= Tebalx23.33 = Berat (Kg)

1219.2 2438.4

BESI BETON POLOS/Reinforcing Bars - Plain BESI BETON SPIRAL/Deformed Bars

No. UKURAN PANJANG BERAT/12Mtr KET. No. UKURAN PANJANGSIZE LENGTH WEIGHT REMARK SIZE LENGTH

1 Ø 6 mm 12 Mtr 2.66 Kg 2.662092 1 Ø 10 mm 12 Mtr2 Ø 8 mm 12 Mtr 4.74 Kg 2 Ø 13 mm 12 Mtr3 Ø 9 mm 12 Mtr 6 Kg 3 Ø 16 mm 12 Mtr4 Ø 10 mm 12 Mtr 7.4 Kg 4 Ø 19 mm 12 Mtr5 Ø 12 mm 12 Mtr 10.66 Kg 5 Ø 22 mm 12 Mtr6 Ø 13 mm 12 Mtr 12.48 Kg 6 Ø 25 mm 12 Mtr7 Ø 16 mm 12 Mtr 18.96 Kg 7 Ø 29 mm 12 Mtr8 Ø 19 mm 12 Mtr 26.76 Kg 8 Ø 32 mm 12 Mtr9 Ø 22 mm 12 Mtr 35.76 Kg 9 Ø 36 mm 12 Mtr10 Ø 25 mm 12 Mtr 46.2 Kg11 Ø 28 mm 12 Mtr 57.96 Kg12 Ø 32 mm 12 Mtr 75.72 Kg13 Ø 36 mm 12 Mtr 95.88 Kg 95.835312

Note, Note,Cara penghitungan berat : Cara penghitungan berat :Ø(mm)²x0.006165x12Mtr = Berat (Kg) Ø(mm)²x0.006165x12Mtr = Berat (Kg)

ROUND BARS SQUARE BARS

No. UKURAN PANJANG BERAT KET. No. UKURAN PANJANGSIZE/mm LENGTH WEIGHT Kg/m Rp./Kg SIZE/mm LENGTH

10 0.62 3,522 812 0.89 3,859 1014 1.21 1216 1.58 3,589 1619 2.23 3,392 20

20 2.47 3,522 2522 2.98 3,454 3024 3.55 3225 3.85 3,542 3528 4.83 3,694 4030 5.55 3,412 4535 7.55 5036 8 5540 9.85 3,627 6042 10.9 7045 12.5 3,651 8048 14.2 9050 15.4 3,978 10055 18.7 3,615 12056 19.360 22.265 26 3,679 70 30.2 6,580 72 3280 39.5 5,723 90 49.9 2,838 100 61.7 2,568 110 74.6 7,820 120 88.8140 121 6,156 160 158180 200200 247250 385300 555

Rp 30,925,800.00 741 Rp 41,735.22 Rp 125,760,000.00 1665 Rp 75,531.53

BESI BETON SPIRAL/Deformed Bars BERAT/12Mtr KET.

WEIGHT REMARK7.4 Kg12.48 Kg18.96 Kg26.76 Kg35.76 Kg46.2 Kg62.28 Kg75.72 Kg95.88 Kg

Cara penghitungan berat :Ø(mm)²x0.006165x12Mtr = Berat (Kg)

SQUARE BARSBERAT KET.

WEIGHT Kg/m REMARK0.50.791.132.013.14

4.917.068.049.5812.615.919.6 2,864.33 23.728.338.550.263.678.5113

CHECKERED PLATE

No.UKURAN PANJANG BERAT KET.

mm LENGTH kg1 2.3 4' x 8' 592 3 4' x 8' 753 3.2 4' x 8' 79.64 4.5 4' x 8' 1105 6 4' x 8' 1456 8 4' x 8' 1927 9 4' x 8' 215

Note,Cara penghitungan berat :6'x20'= Tebal x Lebar x 0.0078 x 6 = Berat (Kg)

BESI KANAL "C"/LIP CHANAL "C"

No.SIZE LENGTH WEIGHTCNP mm kg/6m

1 60 x 30 x 10 x 1.6 6000 9.762 75 x 35 x 15 x 1.6 6000 12.43 75 x 45 x 15 x 1.6 6000 13.924 75 x 45 x 15 x 2.3 6000 19.55 100 x 50 x 20 x 1.6 6000 17.56 100 x 50 x 20 x 2.3 6000 24.47 100 x 50 x 20 x 3.2 6000 338 125 x 50 x 20 x 2.3 6000 27.19 125 x 50 x 20 x 3.2 6000 36.810 150 x 50 x 20 x 2.3 6000 29.811 150 x 50 x 20 x 3.2 6000 40.612 150 x 65 x 20 x 2.3 6000 3313 150 x 65 x 20 x 3.2 6000 45.114 200 x 75 x 20 x 3.2 6000 55.62

PIPA CARBON STEEL 40 Sch

No.

12345678910111213141516

PIPA CARBON STEEL 80 Sch

No.

12345678910111213141516

PIPA CARBON STEEL 40 SchSIZE OD ID Thk LENGTH WEIGHT

mm mm kg/Mtr kg/6Mtr1/2" 21.7 16.1 2.8 1000 1.31 7.86 5,753.80 3/4" 27.2 21.4 2.9 1000 1.74 10.44 4,283.17 1" 34 27.2 3.4 1000 2.57 15.42 4,610.19

1 1/4" 42.7 35.5 3.6 1000 3.47 20.82 4,282.36 1 1/2" 48.6 41.2 3.7 1000 4.1 24.60 5,173.70 2" 60.5 52.7 3.9 1000 5.44 32.64 4,517.58

2 1/2" 76.3 65.9 5.2 1000 9.12 54.72 3,440.26 3" 89.1 78.1 5.5 1000 11.3 67.80 2,811.30 4" 114.3 102.3 6 1000 16 96.00 4,157.20 5" 139.8 126.6 6.6 1000 21.7 130.20 2,401.90 6" 165.2 151 7.1 1000 27.7 166.20 3,216.28 Gvl8" 216.3 199.9 8.2 1000 42.1 252.60 4,732.60 Gvl10" 267.4 248.8 9.3 1000 59.2 355.20 3,237.61 Gvl12" 318.5 297.9 10.3 1000 78.3 469.8014" 355.6 333.4 11.1 1000 94.3 565.80 5,856.55 Gvl16" 406.4 393.7 12.7 1000 123 738.00 5,481.65 Gvl

PIPA CARBON STEEL 80 SchSIZE OD ID Thk LENGTH WEIGHT REMARK

mm mm kg/Mtr kg/6Mtr1/2" 21.7 14.3 3.7 1000 1.64 9.843/4" 37.2 19.4 8.9 1000 2.24 13.441" 34 25 4.5 1000 3.27 19.62

1 1/4" 42.7 32.9 4.9 1000 4.57 27.421 1/2" 48.6 38.4 5.1 1000 5.47 32.822" 60.5 49.5 5.5 1000 7.46 44.76

2 1/2" 76.3 62.3 7 1000 12.00 723" 89.1 73.9 7.6 1000 15.30 91.84" 114.3 97.1 8.6 1000 22.40 134.45" 139.8 120.8 9.5 1000 30.50 1836" 165.2 143.2 11 1000 41.80 250.88" 216.3 190.9 12.7 1000 63.80 382.810" 267.4 237.2 15.1 1000 93.90 563.412" 318.5 283.7 17.4 1000 129.00 77414" 355.6 317.6 19 1000 158.00 94816" 406.4 363.6 21.4 1000 203.00 1218

WIDE FLANGE

No. SIZE LENGTH WEIGHT REMARKDEPTH Thk FLNG Thk mm kg/12m kg/m TABEL

1 100 5 50 7 12000 112 9.32 125 6 60 8 12000 158.4 13.23 148 6 100 9 12000 253.2 21.14 150 5 75 7 12000 168 14.0 3,618 5 175 5 90 8 12000 217.2 18.16 198 4.5 99 7 12000 218.4 18.27 200 3.2 100 4.5 12000 143 11.98 200 5.5 100 8 12000 256 21.3 3,628 9 248 5 124 8 12000 308.4 25.710 250 6 125 9 12000 355.2 29.6 3,616 11 298 6 149 8 12000 384 32.012 300 6.5 150 9 12000 440.4 36.713 346 6 174 9 12000 497 41.414 350 7 175 11 12000 595.2 49.6 3,617 15 396 7 199 11 12000 679.5 56.616 400 8 200 13 12000 792 66.017 446 8 199 12 12000 794.4 66.218 450 9 200 14 12000 912 76.019 500 10 200 16 12000 1075 89.620 588 10 300 20 12000 1812 151.021 600 11 200 17 12000 1272 106.022 700 13 300 24 12000 2220 185.023 800 14 300 26 12000 2520 210.0

H BEAM1 100 6 100 8 12000 206.00 17.2 3,619 2 125 5 125 7 12000 222.00 18.53 125 6.5 125 9 12000 286.00 23.84 150 7 150 10 12000 378.00 31.5 3,547 5 175 7 175 11 12000 482.00 40.26 200 8 200 12 12000 599.00 49.9 3,545 7 250 9 250 14 12000 869.00 72.4 3,536 8 300 10 300 15 12000 1128.00 94.0 3,636 9 350 12 350 19 12000 1644.00 137.0 4,045 10 400 13 400 21 12000 2064.00 172.0

UNP

No. DEPTH WIDH LENGTH WEIGHT REMARKThk Thk kg/6m

1 50 5 38 5 6000 30.0 4,523 2 65 5 42 6.5 6000 41.0 4,082 3 75 5 40 7.5 6000 45.3 4,082 4 80 5 45 8 6000 47.8 3,929 5 100 5 50 10 6000 56.2 4,455 6 120 7 55 12 6000 80.4 4,455 7 125 6 65 12.5 6000 80.48 150 6.5 75 15 6000 112.0 3,955 9 180 7 75 18 6000 128.0 4,295 10 200 7.5 80 20 6000 148.0 4,236 11 250 9 90 25 6000 208.0 3,950 12 300 9 90 30 6000 229.013 300 10 100 30 6000 526.014 140 7 60 14 6000 96.0 4,455 15 160 7.5 65 16 6000 115.5 3,597 16 180 8 70 18 12000 271.0 2,227 17 200 8.5 75 20 12000 310.0 4,665 18 220 9 80 22 12000 371.019 240 9.5 85 24 12000 410.020 260 10 90 26 12000 456.021 280 10 95 28 12000 500.022 300 10 100 30 12000 556.023 320 14 100 32 12000 714.024 400 14 110 40 12000 862.0

BESI SIKU

No. SIZE THK LENGTH WEIGHT REMARKmm mm kg/6m

1 20 20 3 6000 5.312 25 25 3 6000 6.72 5,080 3 25 25 5 6000 10.604 30 30 3 6000 8.16 4,213 5 40 40 3 6000 11.00 2,382 6 40 40 4 6000 14.50 3,260 7 40 40 5 6000 18.00 3,993 8 45 45 4 6000 16.449 45 45 5 6000 20.5010 50 50 4 6000 18.4011 50 50 5 6000 22.50 2,984 12 50 50 6 6000 27.58 4,445 13 60 60 5 6000 27.4214 60 60 6 6000 32.52 3,155 15 65 65 6 6000 35.4616 70 70 6 6000 38.2817 70 70 7 6000 44.28 3,519 18 75 75 6 6000 41.22 3,476 19 75 75 7 6000 47.64 3,342 20 75 75 8 6000 54.18 3,409 21 80 80 6 6000 43.0222 80 80 8 6000 57.96 3,528 23 90 90 8 6000 65.4024 90 90 9 6000 73.20 3,463 25 90 90 10 6000 79.8026 100 100 8 6000 73.20 3,623 27 100 100 10 6000 90.60 3,498 28 120 120 11 6000 119.40 3,751 29 120 120 12 6000 130.00 3,306 30 125 125 12 6000 140.0031 130 130 9 6000 107.10 3,625 32 130 130 12 6000 140.1033 150 150 12 6000 164.00 3,734 34 150 150 15 6000 202.00 3,686 35 200 200 15 6000 272.0036 200 200 20 6000 358.0037 200 200 25 6000 442.0038 250 250 25 6000 562.00

Note.Lebar x Tebal x 6 x 0.01512 = Berat (Kg)