형강류 표면적 & 단위 무게
DESCRIPTION
Table conversion of steel steel structure wight and dimensionTRANSCRIPT
재 질 매수
PLATE C/S
9 50 50 1
0.2 0.2
0.01
PLATE SUS 304/321 0.2 0.2
PLATE SUS 309/316/347 0.2 0.2
PLATE SUS 430/440/420J2 0.2 0.2
PLATE SUS 409/410/420 0.2 0.2
치수보기 3' 914
치수보기 4' 1,219
치수보기 5' 1,524
치수보기 6' 1,829
치수보기 8' 2,438
치수보기 10' 3,048
치수보기 20' 6,096
치수보기 30' 9,144
강판 ( HOT ROLLED STEEL PLATE )
DESCR-IPTION
두께(MM)
폭(mm)
길이(mm)
단위중량(Kg/Sh't)
총중량
(Kg/Sh't)
단위표면적(m2)
단위 중량이 100Kg이상이면 반올림 할 것
인치==>밀리미터 환산식 A' = A x 12 x 25.4 (mm)
0.01
총표면적(m2)
SIZE 매수
CH PLATE 3.2t x 3' x 6' 3.2 914 1,829 1 44.6 44.6 3.34
CH PLATE 3.2t x 4' x 8' 3.2 1,219 2,438 1 79.8 79.8 5.94
CH PLATE 4.5t x 3' x 6' 4.5 914 1,829 1 61.9 61.9 3.34
CH PLATE 4.5t x 4' x 8' 4.5 1,219 2,438 1 110.0 110.0 5.94
CH PLATE 6t x 3' x 6' 6 914 1,829 1 48.8 48.8 3.34
CH PLATE 6t x 4' x 8' 6 1,219 2,438 1 145.0 145.0 5.94
무늬강판 ( CHECKERED PLATE )
DESCR-IPTION
두께(MM)
폭(mm)
길이(mm)
단위중량(Kg/Sh't)
총중량
(Kg/Sh't)
단위표면적(m2)
3.34
5.94
3.34
5.94
3.34
5.94
총표면적(m2)
DESCRIPTION A B t r1 r2
ANGLE 25 25 3 4.0 2.0 1.00 0.10
ANGLE 30 30 3 4.0 2.0 1.00 0.12
ANGLE 40 40 3 4.5 2.0 1.00 0.16
ANGLE 40 40 5 4.5 3.0 1.00 0.16
ANGLE 45 45 4 6.5 3.0 1.00 0.18
ANGLE 50 50 4 6.5 3.0 1.00 0.20
ANGLE 50 50 6 6.5 4.5 1.00 0.20
ANGLE 60 60 4 6.5 3.0 1.00 0.24
ANGLE 60 60 5 6.5 3.0 1.00 0.24
ANGLE 65 65 6 8.5 4.0 1.00 0.26
ANGLE 65 65 9 6.0 1.00 0.27
ANGLE 70 70 6 8.5 4.0 1.00 0.28
ANGLE 75 75 6 8.5 4.0 1.00 0.30
ANGLE 75 75 12 8.5 6.0 1.00 0.31
ANGLE 80 80 6 8.5 4.0 1.00 0.32
ANGLE 90 90 6 ### 5.0 1.00 0.36
ANGLE 90 90 7 ### 5.0 1.00 0.36
ANGLE 90 90 10 ### 7.0 1.00 0.36
ANGLE 90 90 13 ### 7.0 1.00 0.36
ANGLE 100 100 7 ### 5.0 1.00 0.40
ANGLE 100 100 10 ### 7.0 1.00 0.40
ANGLE 100 100 13 ### 7.0 1.00 0.40
ANGLE 120 120 8 ### 5.0 1.00 0.48
ANGLE 130 130 9 ### 6.0 1.00 0.52
ANGLE 130 130 12 ### 8.5 1.00 0.52
ANGLE 130 130 15 ### 8.5 1.00 0.52
ANGLE 150 150 12 ### 7.0 1.00 0.60
ANGLE 150 150 15 ### ### 1.00 0.60
ANGLE 150 150 19 ### ### 1.00 0.61
ANGLE 175 175 12 ### ### 1.00 0.69
ANGLE 200 200 15 ### ### 1.00 0.79
ANGLE 200 200 20 ### ### 1.00 0.80
ANGLE 200 200 25 ### ### 1.00 0.81
ANGLE 250 250 25 ### ### 1.00 1.01
ANGLE 250 250 35 ### ### 1.00 1.03
등변 ㄱ 형강 ( EQUAL LEGS ANGLE )총길이(m)
총표면적(m2)
DESCRIPTION H B t1 t2 r1 r2
CHANNEL 75 40 5.0 7.0 8.0 4.0 1.00 0.26
CHANNEL 100 50 5.0 7.5 8.0 4.0 1.00 0.35
CHANNEL 125 65 6.0 8.0 8.0 4.0 1.00 0.44
CHANNEL 150 75 6.5 ### ### 5.0 1.00 0.52
CHANNEL 150 75 9.0 ### ### 7.7 1.00 0.52
CHANNEL 180 75 7.0 ### ### 5.5 1.00 0.61
CHANNEL 200 70 7.0 ### ### 5.5 1.00 0.67
CHANNEL 200 80 7.5 ### ### 6.0 1.00 0.68
CHANNEL 200 90 8.0 ### ### 7.0 1.00 0.68
CHANNEL 250 90 9.0 ### ### 7.0 1.00 0.83
CHANNEL 250 90 ### ### ### 8.5 1.00 0.83
CHANNEL 300 90 9.0 ### ### 7.0 1.00 0.98
CHANNEL 300 90 ### ### ### 9.5 1.00 0.98
CHANNEL 300 90 ### ### ### 9.5 1.00 0.98
CHANNEL 380 100 ### ### ### 9.0 1.00 1.23
CHANNEL 380 100 ### ### ### 9.0 1.00 1.24
CHANNEL 380 100 ### ### ### ### 1.00 1.23
ㄷ 형강 ( CHANNELS )총길이(m)
총표면적(m2)
DESCRIPTION H B t1 t2 r
H-BEAM 100 x 50 100 50 5.0 7.0 8.0 1.00 0.33
H-BEAM 100 x 100 100 100 6.0 8.0 10.0 1.00 0.51
H-BEAM 125 x 60 125 60 6.0 8.0 9.0 1.00 0.41
H-BEAM 125 x 125 125 125 6.5 9.0 10.0 1.00 0.66
H-BEAM 150 x 100 150 75 5.0 7.0 8.0 1.00 0.53
H-BEAM 150 x 100 148 100 6.0 9.0 11.0 1.00 0.60
H-BEAM 150 x 150 150 150 7.0 10.0 11.0 1.00 0.80
H-BEAM 175 x 90 175 90 5.0 8.0 9.0 1.00 0.63
H-BEAM 175 x 175 175 175 7.5 11.0 12.0 1.00 0.94
H-BEAM 200 x 100 200 100 5.5 8.0 11.0 1.00 0.70
H-BEAM 200 x 150 194 150 6.0 9.0 13.0 1.00 0.87
H-BEAM 200 x 200 200 200 8.0 12.0 13.0 1.00 1.08
H-BEAM 200 x 200 200 204 12.0 12.0 13.0 1.00 1.09
H-BEAM 200 x 200 208 202 10.0 16.0 13.0 1.00 1.10
H-BEAM 250 x 125 248 124 5.0 8.0 12.0 1.00 0.89
H-BEAM 250 x 125 250 125 6.0 9.0 12.0 1.00 0.89
H-BEAM 250 x 175 244 175 7.0 11.0 16.0 1.00 1.05
H-BEAM 250 x 250 244 252 11.0 11.0 16.0 1.00 1.35
H-BEAM 250 x 250 248 249 8.0 13.0 16.0 1.00 1.35
H-BEAM 250 x 250 250 250 9.0 14.0 16.0 1.00 1.35
H-BEAM 250 x 250 250 255 14.0 14.0 16.0 1.00 1.36
H-BEAM 300 x 150 298 149 5.5 8.0 13.0 1.00 1.08
H-BEAM 300 x 150 300 150 6.5 9.0 13.0 1.00 1.08
H-BEAM 300 x 200 294 200 8.0 12.0 18.0 1.00 1.23
H-BEAM 300 x 200 298 201 9.0 14.0 18.0 1.00 1.24
H-BEAM 300 x 300 294 302 12.0 12.0 18.0 1.00 1.63
H-BEAM 300 x 300 298 299 9.0 14.0 18.0 1.00 1.63
H-BEAM 300 x 300 300 300 10.0 15.0 18.0 1.00 1.64
H-BEAM 300 x 300 300 305 15.0 15.0 18.0 1.00 1.65
H-BEAM 300 x 300 304 301 11.0 17.0 18.0 1.00 1.65
H-BEAM 350 x 175 346 174 6.0 9.0 14.0 1.00 1.26
H-BEAM 350 x 175 350 175 7.0 11.0 14.0 1.00 1.27
H-BEAM 350 x 250 336 249 8.0 12.0 20.0 1.00 1.49
H-BEAM 350 x 250 340 250 9.0 14.0 20.0 1.00 1.50
H-BEAM 350 x 350 344 348 10.0 16.0 20.0 1.00 1.90
H-BEAM 350 x 350 344 354 16.0 16.0 20.0 1.00 1.91
H-BEAM 350 x 350 350 350 12.0 19.0 20.0 1.00 1.92
H-BEAM 400 x 200 396 199 7.0 11.0 16.0 1.00 1.45
H 형강 ( H-BEAM )공칭규격(HxB)
총길이(m)
총표면적(m2)
DESCRIPTION H B t1 t2 r
H 형강 ( H-BEAM )공칭규격(HxB)
총길이(m)
총표면적(m2)
H-BEAM 400 x 200 400 200 8.0 13.0 16.0 1.00 1.46
H-BEAM 400 x 300 386 299 9.0 14.0 22.0 1.00 1.77
H-BEAM 400 x 300 390 300 10.0 16.0 22.0 1.00 1.78
H-BEAM 400 x 400 388 402 15.0 15.0 22.0 1.00 2.18
H-BEAM 400 x 400 394 398 11.0 18.0 22.0 1.00 2.18
H-BEAM 400 x 400 394 405 18.0 18.0 22.0 1.00 2.20
H-BEAM 400 x 400 400 400 13.0 21.0 22.0 1.00 2.20
H-BEAM 400 x 400 400 408 21.0 21.0 22.0 1.00 2.21
H-BEAM 400 x 400 406 403 16.0 24.0 22.0 1.00 2.22
H-BEAM 400 x 400 414 405 18.0 28.0 22.0 1.00 2.24
H-BEAM 400 x 400 428 407 20.0 35.0 22.0 1.00 2.27
H-BEAM 400 x 400 458 417 30.0 50.0 22.0 1.00 2.35
H-BEAM 400 x 400 498 432 45.0 70.0 22.0 1.00 2.46
H-BEAM 450 x 200 446 199 8.0 12.0 18.0 1.00 1.53
H-BEAM 450 x 200 450 200 9.0 14.0 18.0 1.00 1.54
H-BEAM 450 x 300 434 299 10.0 15.0 24.0 1.00 1.85
H-BEAM 450 x 300 440 300 11.0 18.0 24.0 1.00 1.87
H-BEAM 500 x 200 496 199 9.0 14.0 20.0 1.00 1.61
H-BEAM 500 x 200 500 200 10.0 16.0 20.0 1.00 1.62
H-BEAM 500 x 200 506 201 11.0 19.0 20.0 1.00 1.63
H-BEAM 500 x 300 482 300 11.0 15.0 26.0 1.00 1.93
H-BEAM 500 x 300 488 300 11.0 18.0 26.0 1.00 1.95
H-BEAM 600 x 200 596 199 10.0 15.0 22.0 1.00 1.79
H-BEAM 600 x 200 600 200 11.0 17.0 22.0 1.00 1.80
H-BEAM 600 x 200 606 201 12.0 20.0 22.0 1.00 1.82
H-BEAM 600 x 200 612 202 13.0 23.0 22.0 1.00 1.83
H-BEAM 600 x 300 582 300 12.0 17.0 28.0 1.00 2.12
H-BEAM 600 x 300 588 300 12.0 20.0 28.0 1.00 2.13
H-BEAM 600 x 300 594 302 14.0 23.0 28.0 1.00 2.14
H-BEAM 700 x 300 692 300 13.0 20.0 28.0 1.00 2.33
H-BEAM 700 x 300 700 300 13.0 24.0 28.0 1.00 2.35
H-BEAM 700 x 300 708 302 15.0 28.0 28.0 1.00 2.37
H-BEAM 800 x 300 792 300 14.0 22.0 28.0 1.00 2.53
H-BEAM 800 x 300 800 300 14.0 26.0 28.0 1.00 2.55
H-BEAM 800 x 300 808 302 16.0 30.0 28.0 1.00 2.57
H-BEAM 900 x 300 890 299 15.0 23.0 28.0 1.00 2.72
H-BEAM 900 x 300 900 300 16.0 28.0 28.0 1.00 2.74
H-BEAM 900 x 300 912 302 18.0 34.0 28.0 1.00 2.77
DESCRIPTION H B t1 t2
I-BEAM 100 75 5.0 8.0 1.00 0.001643 12.9 12.90 0.51
I-BEAM 125 75 5.5 9.5 1.00 0.002045 16.1 16.05 0.60
I-BEAM 150 75 5.5 9.5 1.00 0.002183 17.1 17.14 0.70
I-BEAM 150 125 8.5 14.0 1.00 0.004615 36.2 36.23 0.78
I-BEAM 180 100 6.0 10.0 1.00 0.003006 23.6 23.60 0.87
I-BEAM 200 100 9.0 16.0 1.00 0.003306 26.0 25.95 0.92
I-BEAM 200 150 9.0 16.0 1.00 0.003306 26.0 25.95 1.02
I-BEAM 250 125 7.5 12.5 1.00 0.006416 50.4 50.37 1.19
I-BEAM 250 125 10.0 19.0 1.00 0.004879 38.3 38.30 1.15
I-BEAM 300 150 8.0 13.0 1.00 0.007073 55.5 55.52 1.43
I-BEAM 300 150 10.0 18.5 1.00 0.006158 48.3 48.34 1.41
I-BEAM 300 150 11.5 22.0 1.00 0.008347 65.5 65.52 1.39
I-BEAM 350 150 9.0 15.0 1.00 0.009788 76.8 76.84 1.62
I-BEAM 350 150 12.0 24.0 1.00 0.011110 87.2 87.21 1.58
I-BEAM 400 150 10.0 18.0 1.00 0.009173 72.0 72.01 1.81
I-BEAM 400 150 12.5 25.0 1.00 0.012210 95.8 95.85 1.78
I-BEAM 450 175 11.0 20.0 1.00 0.011680 91.7 91.69 2.05
I-BEAM 450 175 13.0 26.0 1.00 0.014610 114.7 114.69 2.02
I-BEAM 600 190 13.0 25.0 1.00 0.016940 133.0 132.98 2.65
I-BEAM 600 190 16.0 35.0 1.00 0.022450 176.2 176.23 2.61
I 형강 ( I-BEAM )
총길이(m)
단면적(m2)
단위중량
(Kg/m)
총중량
(Kg/m)
단위표면적(m2)
0.51
0.60
0.70
0.78
0.87
0.92
1.02
1.19
1.15
1.43
1.41
1.39
1.62
1.58
1.81
1.78
2.05
2.02
2.65
2.61
총표면적(m2)
DESCRIPTION t B
F/BAR 3 19 1.00 0.000057 0.45 0.45 44.00
F/BAR 3 25 1.00 0.000075 0.59 0.59 56.00
F/BAR 3 32 1.00 0.000096 0.75 0.75 70.00
F/BAR 3 38 1.00 0.000114 0.89 0.89 82.00
F/BAR 3 50 1.00 0.000150 1.18 1.18 106.00
F/BAR 4.5 19 1.00 0.000086 0.67 0.67 47.00
F/BAR 4.5 25 1.00 0.000113 0.88 0.88 59.00
F/BAR 4.5 32 1.00 0.000144 1.13 1.13 73.00
F/BAR 4.5 38 1.00 0.000171 1.34 1.34 85.00
F/BAR 4.5 50 1.00 0.000225 1.77 1.77 109.00
F/BAR 6 19 1.00 0.000114 0.89 0.89 50.00
F/BAR 6 25 1.00 0.000150 1.18 1.18 62.00
F/BAR 6 32 1.00 0.000192 1.51 1.51 76.00
F/BAR 6 38 1.00 0.000228 1.79 1.79 88.00
F/BAR 6 50 1.00 0.000300 2.36 2.36 112.00
F/BAR 6 65 1.00 0.000390 3.06 3.06 142.00
F/BAR 6 75 1.00 0.000450 3.53 3.53 162.00
F/BAR 6 90 1.00 0.000540 4.24 4.24 192.00
F/BAR 6 100 1.00 0.000600 4.71 4.71 212.00
F/BAR 6 120 1.00 0.000720 5.65 5.65 252.00
F/BAR 9 25 1.00 0.000225 1.77 1.77 68.00
F/BAR 9 32 1.00 0.000288 2.26 2.26 82.00
F/BAR 9 38 1.00 0.000342 2.68 2.68 94.00
F/BAR 9 50 1.00 0.000450 3.53 3.53 118.00
F/BAR 9 65 1.00 0.000585 4.59 4.59 148.00
F/BAR 9 75 1.00 0.000675 5.30 5.30 168.00
F/BAR 9 90 1.00 0.000810 6.36 6.36 198.00
F/BAR 9 100 1.00 0.000900 7.06 7.06 218.00
F/BAR 9 120 1.00 0.001080 8.48 8.48 258.00
F/BAR 9 150 1.00 0.001350 10.60 10.60 318.00
F/BAR 12 25 1.00 0.000300 2.36 2.36 74.00
F/BAR 12 32 1.00 0.000384 3.01 3.01 88.00
F/BAR 12 38 1.00 0.000456 3.58 3.58 100.00
F/BAR 12 50 1.00 0.000600 4.71 4.71 124.00
F/BAR 12 65 1.00 0.000780 6.12 6.12 154.00
F/BAR 12 75 1.00 0.000900 7.06 7.06 174.00
평철 ( FLAT BAR )총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
DESCRIPTION t B
평철 ( FLAT BAR )총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
F/BAR 12 90 1.00 0.001080 8.48 8.48 204.00
F/BAR 12 100 1.00 0.001200 9.42 9.42 224.00
F/BAR 12 120 1.00 0.001440 11.30 11.30 264.00
F/BAR 12 150 1.00 0.001800 14.13 14.13 324.00
F/BAR 16 50 1.00 0.000800 6.28 6.28 132.00
F/BAR 16 65 1.00 0.001040 8.16 8.16 162.00
F/BAR 16 75 1.00 0.001200 9.42 9.42 182.00
F/BAR 16 90 1.00 0.001440 11.30 11.30 212.00
F/BAR 16 100 1.00 0.001600 12.56 12.56 232.00
F/BAR 16 120 1.00 0.001920 15.07 15.07 272.00
F/BAR 16 150 1.00 0.002400 18.84 18.84 332.00
F/BAR 19 50 1.00 0.000950 7.46 7.46 138.00
F/BAR 19 65 1.00 0.001235 9.69 9.69 168.00
F/BAR 19 75 1.00 0.001425 11.19 11.19 188.00
F/BAR 19 90 1.00 0.001710 13.42 13.42 218.00
F/BAR 19 100 1.00 0.001900 14.92 14.92 238.00
F/BAR 19 120 1.00 0.002280 17.90 17.90 278.00
F/BAR 19 150 1.00 0.002850 22.37 22.37 338.00
44.00
56.00
70.00
82.00
106.00
47.00
59.00
73.00
85.00
109.00
50.00
62.00
76.00
88.00
112.00
142.00
162.00
192.00
212.00
252.00
68.00
82.00
94.00
118.00
148.00
168.00
198.00
218.00
258.00
318.00
74.00
88.00
100.00
124.00
154.00
174.00
총표면적(m2)
총표면적(m2)
204.00
224.00
264.00
324.00
132.00
162.00
182.00
212.00
232.00
272.00
332.00
138.00
168.00
188.00
218.00
238.00
278.00
338.00
DESCRIPTION 직경
R/BAR 6 1.00 0.000028 0.22 0.22 0.02 0.02
R/BAR 7 1.00 0.000038 0.30 0.30 0.02 0.02
R/BAR 8 1.00 0.000050 0.39 0.39 0.03 0.03
R/BAR 9 1.00 0.000064 0.50 0.50 0.03 0.03
R/BAR 10 1.00 0.000079 0.62 0.62 0.03 0.03
R/BAR 11 1.00 0.000095 0.75 0.75 0.03 0.03
R/BAR 12 1.00 0.000113 0.89 0.89 0.04 0.04
R/BAR 13 1.00 0.000133 1.04 1.04 0.04 0.04
R/BAR 16 1.00 0.000201 1.58 1.58 0.05 0.05
R/BAR 19 1.00 0.000283 2.22 2.22 0.06 0.06
R/BAR 20 1.00 0.000314 2.46 2.46 0.06 0.06
R/BAR 22 1.00 0.000380 2.98 2.98 0.07 0.07
R/BAR 24 1.00 0.000452 3.55 3.55 0.08 0.08
R/BAR 25 1.00 0.000491 3.85 3.85 0.08 0.08
R/BAR 28 1.00 0.000615 4.83 4.83 0.09 0.09
R/BAR 30 1.00 0.000707 5.55 5.55 0.09 0.09
R/BAR 32 1.00 0.000804 6.31 6.31 0.10 0.10
R/BAR 36 1.00 0.001017 7.99 7.99 0.11 0.11
R/BAR 38 1.00 0.001134 8.90 8.90 0.12 0.12
R/BAR 42 1.00 0.001385 10.87 10.87 0.13 0.13
R/BAR 45 1.00 0.001590 12.48 12.48 0.14 0.14
R/BAR 46 1.00 0.001661 13.04 13.04 0.14 0.14
R/BAR 48 1.00 0.001809 14.20 14.20 0.15 0.15
R/BAR 50 1.00 0.001963 15.41 15.41 0.16 0.16
R/BAR 52 1.00 0.002123 16.66 16.66 0.16 0.16
R/BAR 55 1.00 0.002375 18.64 18.64 0.17 0.17
원형강 ( ROUND BAR )총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
총표면적(m2)
12 0 7 1
ANCHOR BOLT M16x250 16 200 0 2 0 1 9 1
ANCHOR BOLT M16x300 16 350 0 2 1
ANCHOR BOLT M16x400 16 450 0 2 1
ANCHOR BOLT M20x600 20 650 1 2 2
ANCHOR BOLT M20*800 20 850 1 2 2 1 12 1
ANCHOR BOLT M24*600 24 650 1 4 2
ANCHOR BOLT M24*720 24 770 1 4 3
ANCHOR BOLT M24*900 24 950 1 4 3
ANCHOR BOLT M24*1050 24 ### 1 4 4 1 14 2
ANCHOR BOLT M27*1250 27 ### 1 5 6 16 2 3 0
ANCHOR BOLT M30*400 30 450 0 6 2 1 18 2
ANCHOR BOLT M30*1080 30 ### 1 6 6
ANCHOR BOLT M32x900 32 950 1 6 6 1 19 2
ANCHOR BOLT M36*1250 36 ### 1 8 10 1 21 2
ANCHOR BOLT M48*1100 48 ### 1 14 16 2 28 3
42 2 25 3
90 3 53 6
외경
10 3/8 17.3 2.35 2.3 1.00 0.866 0.87 0.05
15 1/2 21.7 2.65 2.8 1.00 1.24 1.24 0.07
20 3/4 27.2 2.65 2.8 1.00 1.60 1.60 0.09
25 1 34.0 3.25 3.2 1.00 2.46 2.46 0.11
32 1-1/4 42.7 3.25 3.5 1.00 3.16 3.16 0.13
40 1-1/2 48.6 3.25 3.5 1.00 3.63 3.63 0.15
50 2 60.5 3.65 3.8 1.00 5.12 5.12 0.19
65 2-1/2 76.3 3.65 4.2 1.00 6.54 6.54 0.24
80 3 89.1 4.05 4.2 1.00 8.49 8.49 0.28
90 3-1/2 101.6 4.05 4.2 1.00 9.74 9.74 0.32
100 4 114.3 4.50 4.5 1.00 12.2 12.2 0.36
125 5 139.8 4.85 4.5 1.00 16.1 16.1 0.44
150 6 165.2 4.85 5.0 1.00 19.2 19.2 0.52
200 8 216.5 5.85 5.8 1.00 30.4 30.4 0.68
250 10 297.4 6.40 6.6 1.00 45.9 45.9 0.93
300 12 318.5 7.00 6.9 1.00 53.8 53.8 1.00
350 14 355.6 7.60 7.9 1.00 65.2 65.2 1.12
400 16 406.4 7.90 7.9 1.00 77.6 77.6 1.28
450 18 457.2 7.90 7.9 1.00 87.5 87.5 1.44
500 20 508.0 7.90 7.9 1.00 97.4 97.4 1.60
550 22 558.8 7.90 1.00 107 107 1.75
600 24 609.6 7.90 1.00 117 117 1.91
구조강관 ( SGP / SPP )호 칭
(A) (B)두께
KS JIS총길이(m)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
0.05
0.07
0.09
0.11
0.13
0.15
0.19
0.24
0.28
0.32
0.36
0.44
0.52
0.68
0.93
1.00
1.12
1.28
1.44
1.60
1.75
1.91
총표면적(m2)
DESCRIPTION A B t1 t2 r
50 x 100 50 100 6.0 8.0 10.0 1.00 0.001095 8.6 8.6 0.41
62.5 x 125 62.5 125 6.5 9.0 10.0 1.00 0.001516 11.9 11.9 0.53
75 x 100 75 100 6.0 9.0 11.0 1.00 0.001348 10.6 10.6 0.45
75 x 150 75 150 7.0 10.0 11.0 1.00 0.002007 15.8 15.8 0.65
87.5 x 175 87.5 175 7.5 11.0 12.0 1.00 0.002561 20.1 20.1 0.76
100 x 100 99 99 4.5 7.0 11.0 1.00 0.001159 9.1 9.1 0.50
100 x 100 100 100 5.5 8.0 11.0 1.00 0.001358 10.7 10.7 0.50
100 x 200 100 200 8.0 12.0 13.0 1.00 0.003177 24.9 24.9 0.88
100 x 200 100 204 10.0 12.0 13.0 1.00 0.003401 26.7 26.7 0.89
100 x 200 104 202 12.0 16.0 13.0 1.00 0.004361 34.2 34.2 0.89
125 x 125 124 124 5.0 8.0 12.0 1.00 0.001634 12.8 12.8 0.64
125 x 125 125 125 6.0 9.0 12.0 1.00 0.001883 14.8 14.8 0.64
125 x 175 122 175 7.0 11.0 16.0 1.00 0.002812 22.1 22.1 0.80
125 x 250 122 252 11.0 11.0 16.0 1.00 0.004103 32.2 32.2 1.10
125 x 250 124 249 8.0 13.0 16.0 1.00 0.004235 33.2 33.2 1.10
125 x 250 125 250 9.0 14.0 16.0 1.00 0.004609 36.2 36.2 1.10
125 x 250 125 255 14.0 14.0 16.0 1.00 0.005234 41.1 41.1 1.11
150 x 150 149 149 5.5 8.0 13.0 1.00 0.002040 16.0 16.0 0.78
150 x 150 150 150 6.5 9.0 13.0 1.00 0.002339 18.4 18.4 0.78
150 x 200 147 200 8.0 12.0 18.0 1.00 0.003619 28.4 28.4 0.93
150 x 200 149 201 9.0 14.0 18.0 1.00 0.004168 32.7 32.7 0.94
150 x 300 147 302 12.0 12.0 18.0 1.00 0.005383 42.3 42.3 1.33
150 x 300 149 299 9.0 14.0 18.0 1.00 0.005540 43.5 43.5 1.33
150 x 300 150 300 10.0 15.0 18.0 1.00 0.005989 47.0 47.0 1.34
150 x 300 150 305 15.0 15.0 18.0 1.00 0.006739 52.9 52.9 1.35
150 x 300 152 301 11.0 17.0 18.0 1.00 0.006741 52.9 52.9 1.34
175 x 175 173 174 6.0 9.0 14.0 1.00 0.002634 20.7 20.7 0.92
175 x 175 175 175 7.0 11.0 14.0 1.00 0.003157 24.8 24.8 0.92
200 x 200 198 199 7.0 11.0 16.0 1.00 0.003608 28.3 28.3 1.05
200 x 200 200 200 8.0 13.0 16.0 1.00 0.004206 33.0 33.0 1.06
200 x 300 193 299 9.0 14.0 22.0 1.00 0.006005 47.1 47.1 1.39
200 x 300 195 300 10.0 16.0 22.0 1.00 0.006798 53.4 53.4 1.39
225 x 300 223 199 8.0 12.0 18.0 1.00 0.004215 33.1 33.1 1.08
225 x 300 225 200 9.0 14.0 18.0 1.00 0.004838 38.0 38.0 1.09
250 x 200 248 199 9.0 14.0 20.0 1.00 0.005064 39.8 39.8 1.11
250 x 200 250 200 10.0 16.0 20.0 1.00 0.005712 44.8 44.8 1.12
T 형강 ( STRUCTURE TEE )공칭규격(HxB)
총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
DESCRIPTION A B t1 t2 r
T 형강 ( STRUCTURE TEE )공칭규격(HxB)
총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
250 x 200 253 201 11.0 19.0 20.0 1.00 0.006565 51.5 51.5 1.13
250 x 300 241 300 11.0 15.0 26.0 1.00 0.007277 57.1 57.1 1.45
250 x 300 244 300 11.0 18.0 26.0 1.00 0.008177 64.2 64.2 1.46
300 x 200 298 199 10.0 15.0 22.0 1.00 0.006023 47.3 47.3 1.20
300 x 200 300 200 11.0 17.0 22.0 1.00 0.006721 52.8 52.8 1.20
300 x 200 303 201 12.0 20.0 22.0 1.00 0.007624 59.8 59.8 1.21
300 x 200 306 202 13.0 23.0 22.0 1.00 0.008533 67.0 67.0 1.22
300 x 300 291 300 12.0 17.0 28.0 1.00 0.008725 68.5 68.5 1.53
300 x 300 294 300 12.0 20.0 28.0 1.00 0.009625 75.6 75.6 1.54
300 x 300 297 302 14.0 23.0 28.0 1.00 0.011119 87.3 87.3 1.55
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
T 형강
0.41
0.53
0.45
0.65
0.76
0.50
0.50
0.88
0.89
0.89
0.64
0.64
0.80
1.10
1.10
1.10
1.11
0.78
0.78
0.93
0.94
1.33
1.33
1.34
1.35
1.34
0.92
0.92
1.05
1.06
1.39
1.39
1.08
1.09
1.11
1.12
총표면적(m2)
총표면적(m2)
1.13
1.45
1.46
1.20
1.20
1.21
1.22
1.53
1.54
1.55
DESCRIPTION A
SQUARE/BAR 8 1.00 0.000064 0.502 0.502 0.03 0.03
SQUARE/BAR 9 1.00 0.000081 0.636 0.636 0.04 0.04
SQUARE/BAR 12 1.00 0.000144 1.130 1.130 0.05 0.05
SQUARE/BAR 13 1.00 0.000169 1.327 1.327 0.05 0.05
SQUARE/BAR 16 1.00 0.000256 2.010 2.010 0.06 0.06
SQUARE/BAR 19 1.00 0.000361 2.834 2.834 0.08 0.08
SQUARE/BAR 22 1.00 0.000484 3.799 3.799 0.09 0.09
SQUARE/BAR 25 1.00 0.000625 4.906 4.906 0.10 0.10
SQUARE/BAR 28 1.00 0.000784 6.154 6.154 0.11 0.11
SQUARE/BAR 32 1.00 0.001024 8.038 8.038 0.13 0.13
SQUARE/BAR 38 1.00 0.001444 11.335 11.335 0.15 0.15
SQUARE/BAR 44 1.00 0.001936 15.198 15.198 0.18 0.18
SQUARE/BAR 50 1.00 0.002500 19.625 19.625 0.20 0.20
SQUARE/BAR 55 1.00 0.003025 23.746 23.746 0.22 0.22
SQUARE/BAR 65 1.00 0.004225 33.166 33.166 0.26 0.26
SQUARE/BAR 75 1.00 0.005625 44.156 44.156 0.30 0.30
SQUARE/BAR 90 1.00 0.008100 63.585 63.585 0.36 0.36
SQUARE/BAR 100 1.00 0.010000 78.500 78.500 0.40 0.40
SQUARE/BAR 110 1.00 0.012100 94.985 94.985 0.44 0.44
SQUARE/BAR 120 1.00 0.014400 113.04 113.040 0.48 0.48
SQUARE/BAR 130 1.00 0.016900 132.67 132.665 0.52 0.52
SQUARE/BAR 140 1.00 0.019600 153.86 153.860 0.56 0.56
SQUARE/BAR 150 1.00 0.022500 176.63 176.625 0.60 0.60
SQUARE/BAR 160 1.00 0.025600 200.96 200.960 0.64 0.64
사각강 ( SQUARE BAR )총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
총표면적(m2)
DESCRIPTION
D10 1.00 0.560
D13 1.00 0.995
D16 1.00 1.56
D19 1.00 2.25
D22 1.00 3.04
D25 1.00 3.98
D29 1.00 5.04
D32 1.00 6.23
D35 1.00 7.51
D38 1.00 8.95
D41 1.00 10.50
Re-Bar Welding Work DEA
Re-Bar Welding Work DEA
Re-Bar Welding Work DEA
Re-Bar Welding Work DEA
Re-Bar Welding Work D2EA
이형철근 ( STEEL BAR for CONCRETE REINFORCEMENT)총길이(m)
단위중량(Kg/m)
1129.6 149 42.5
0.560 1.1296 0.15 0.04
0.995 11.94 86.00 1026.84 13.488 1.78 0.51
1.560 18.72 728.00 13628.2 21.146 2.78 0.8
2.25 27 526.00 14202 30.499 4.01 1.15
3.04 36.48 204.00 7441.92 41.208 5.42 1.55
3.98 47.76 ### 153596 53.95 7.1 2.03
5.04
6.23
7.51
8.95
10.50
( STEEL BAR for CONCRETE REINFORCEMENT)
총중량(Kg/m)
DESCRIPTION A
HEX'/BAR 6 1.00 0.000031 0.245 0.245 0.04 0.04
HEX'/BAR 7 1.00 0.000042 0.333 0.333 0.02 0.02
HEX'/BAR 8 1.00 0.000055 0.435 0.435 0.03 0.03
HEX'/BAR 9 1.00 0.000070 0.551 0.551 0.03 0.03
HEX'/BAR 10 1.00 0.000087 0.680 0.680 0.03 0.03
HEX'/BAR 12 1.00 0.000125 0.979 0.979 0.04 0.04
HEX'/BAR 14 1.00 0.000170 1.333 1.333 0.04 0.04
HEX'/BAR 17 1.00 0.000250 1.965 1.965 0.05 0.05
HEX'/BAR 19 1.00 0.000313 2.455 2.455 0.06 0.06
HEX'/BAR 21 1.00 0.000382 2.999 2.999 0.07 0.07
HEX'/BAR 22 1.00 0.000419 3.291 3.291 0.07 0.07
HEX'/BAR 23 1.00 0.000458 3.597 3.597 0.07 0.07
HEX'/BAR 25 1.00 0.000541 4.250 4.250 0.08 0.08
HEX'/BAR 26 1.00 0.000586 4.597 4.597 0.08 0.08
HEX'/BAR 28 1.00 0.000679 5.331 5.331 0.09 0.09
HEX'/BAR 29 1.00 0.000729 5.719 5.719 0.09 0.09
HEX'/BAR 32 1.00 0.000887 6.963 6.963 0.10 0.10
HEX'/BAR 34 1.00 0.001001 7.861 7.861 0.11 0.11
HEX'/BAR 35 1.00 0.001061 8.330 8.330 0.11 0.11
HEX'/BAR 38 1.00 0.001251 9.819 9.819 0.12 0.12
HEX'/BAR 41 1.00 0.001456 11.431 11.431 0.13 0.13
HEX'/BAR 46 1.00 0.001833 14.389 14.389 0.14 0.14
HEX'/BAR 50 1.00 0.002166 17.000 17.000 0.16 0.16
HEX'/BAR 54 1.00 0.002526 19.829 19.829 0.17 0.17
HEX'/BAR 58 1.00 0.002914 22.875 22.875 0.18 0.18
육각강 ( HEXAGONAL BAR )총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
총표면적(m2)
DESCRIPTION H B C t
C-CHANNEL 60 30 10 1.6 1.00 0.22
C-CHANNEL 60 30 10 2.0 1.00 0.22
C-CHANNEL 60 30 10 2.3 1.00 0.22
C-CHANNEL 75 45 15 1.6 1.00 0.30
C-CHANNEL 75 45 15 2.0 1.00 0.30
C-CHANNEL 75 45 15 2.3 1.00 0.30
C-CHANNEL 90 45 20 2.0 1.00 0.35
C-CHANNEL 90 45 20 2.3 1.00 0.35
C-CHANNEL 90 45 20 3.2 1.00 0.35
C-CHANNEL 90 50 20 3.2 1.00 0.36
C-CHANNEL 100 50 2 1.6 1.00 0.31
C-CHANNEL 100 50 20 2.0 1.00 0.38
C-CHANNEL 100 50 20 2.3 1.00 0.38
C-CHANNEL 100 50 20 2.6 1.00 0.38
C-CHANNEL 100 50 20 3.2 1.00 0.38
C-CHANNEL 125 50 20 2.0 1.00 0.43
C-CHANNEL 125 50 20 2.3 1.00 0.43
C-CHANNEL 125 50 20 3.2 1.00 0.43
C-CHANNEL 150 50 20 3.2 1.00 0.48
C-CHANNEL 150 65 20 3.2 1.00 0.51
C-CHANNEL 150 65 20 4.0 1.00 0.51
C-CHANNEL 150 65 20 4.5 1.00 0.51
C-CHANNEL 150 75 25 3.2 1.00 0.55
C-CHANNEL 200 75 20 3.2 1.00 0.63
C-CHANNEL 200 75 20 4.5 1.00 0.63
C-CHANNEL 200 75 20 5.0 1.00 0.63
C-CHANNEL 200 75 25 3.2 1.00 0.65
C-CHANNEL 200 75 25 4.0 1.00 0.65
C-CHANNEL 200 75 25 4.5 1.00 0.65
C-CHANNEL 200 80 20 4.0 1.00 0.64
C-CHANNEL 200 80 20 4.5 1.00 0.64
C 형강 ( C - CHANNELS )총길이(m)
총표면적(m2)
각형 강관
DESCRIPTION A B t
각형 강관 19 19 1.4 1.00 0.734 0.73 0.08
각형 강관 19 19 2.3 1.00 1.099 1.10 0.08
각형 강관 25 25 1.6 1.00 1.12 1.12 0.10
각형 강관 30 30 1.4 1.00 1.22 1.22 0.12
각형 강관 30 30 1.6 1.00 1.38 1.38 0.12
각형 강관 30 30 2.3 1.00 1.89 1.89 0.12
각형 강관 31 31 1.4 1.00 1.26 1.26 0.12
각형 강관 31 31 1.6 1.00 1.43 1.43 0.12
각형 강관 31 31 2.3 1.00 1.97 1.97 0.12
각형 강관 40 40 1.4 1.00 1.66 1.66 0.16
각형 강관 40 40 1.6 1.00 1.88 1.88 0.16
각형 강관 40 40 2.3 1.00 2.62 2.62 0.16
각형 강관 40 40 3.0 1.00 3.30 3.30 0.16
각형 강관 40 40 3.2 1.00 3.49 3.49 0.16
각형 강관 50 50 1.6 1.00 2.38 2.38 0.20
각형 강관 50 50 2.3 1.00 3.34 3.34 0.20
각형 강관 50 50 3.0 1.00 4.25 4.25 0.20
각형 강관 50 50 3.2 2.00 4.50 8.99 0.20
각형 강관 50 50 4.0 3.00 5.45 16.36 0.20
각형 강관 60 60 2.3 4.00 4.06 16.24 0.24
각형 강관 60 60 3.0 5.00 5.19 25.94 0.24
각형 강관 60 60 3.2 6.00 5.50 33.00 0.24
각형 강관 60 60 4.0 7.00 6.71 46.97 0.24
각형 강관 75 75 2.3 8.00 5.14 41.15 0.30
각형 강관 75 75 3.0 9.00 6.60 59.40 0.30
각형 강관 75 75 3.2 10.00 7.01 70.08 0.30
각형 강관 75 75 4.0 11.00 8.59 94.54 0.30
각형 강관 75 75 4.5 12.00 9.55 114.63 0.30
각형 강관 100 100 2.3 13.00 6.95 90.34 0.40
각형 강관 100 100 3.0 14.00 8.96 125.38 0.40
각형 강관 100 100 3.2 15.00 9.52 142.79 0.40
각형 강관 100 100 4.0 16.00 11.73 187.75 0.40
각형 강관 100 100 4.5 17.00 13.08 222.44 0.40
각형 강관 100 100 5.0 18.00 14.41 259.38 0.40
총길이(m)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
각형 강관
0.08
0.08
0.10
0.12
0.12
0.12
0.12
0.12
0.12
0.16
0.16
0.16
0.16
0.16
0.20
0.20
0.20
0.40
0.60
0.96
1.20
1.44
1.68
2.40
2.70
3.00
3.30
3.60
5.20
5.60
6.00
6.40
6.80
7.20
총표면적(m2)
DESCRIPTION A B t1 t2 r1 r2
ANGLE 90 75 9 8.5 6.0 1.00 0.001404 11.02 11.02 0.34
ANGLE 100 75 7 ### 5.0 1.00 0.001187 9.32 9.32 0.37
ANGLE 100 75 10 10 7 1.00 0.001650 12.96 12.96 0.37
ANGLE 125 72 7 10 5 1.00 0.001341 10.52 10.52 0.44
ANGLE 125 75 10 10 7 1.00 0.001900 14.92 14.92 0.45
ANGLE 125 75 13 10 7 1.00 0.002431 19.09 19.09 0.45
ANGLE 125 90 10 ### 7.0 1.00 0.002050 16.10 16.10 0.46
ANGLE 125 90 13 10 7 1.00 0.002626 20.62 20.62 0.47
ANGLE 150 90 9 12 6 1.00 0.002094 16.44 16.44 0.54
ANGLE 150 90 12 12 8.5 1.00 0.002736 21.48 21.48 0.54
ANGLE 150 100 9 12 6 1.00 0.002184 17.15 17.15 0.55
ANGLE 150 100 12 12 8.5 1.00 0.002856 22.42 22.42 0.55
ANGLE 150 100 15 12 8.5 1.00 0.003525 27.67 27.67 0.55
ANGLE 200 90 9 14 14 7 1.00 0.002955 23.20 23.20 0.68
ANGLE 250 90 10 15 17 8.5 1.00 0.003731 29.29 29.29 0.83
ANGLE 250 90 12 16 17 8.5 1.00 0.004279 33.59 33.59 0.84
ANGLE 300 90 11 16 19 9.5 1.00 0.004603 36.13 36.13 0.98
ANGLE 300 90 13 17 19 9.5 1.00 0.005248 41.20 41.20 0.98
ANGLE 350 100 12 17 22 11 1.00 0.005748 45.12 45.12 1.14
ANGLE 400 100 13 18 24 12 1.00 0.006828 53.60 53.60 1.29
부등변 ㄱ 형강 ( UNEQUAL LEGS ANGLE )총길이(m)
단면적(m2)
단위중량(Kg/m)
총중량(Kg/m)
단위표면적(m2)
0.34
0.37
0.37
0.44
0.45
0.45
0.46
0.47
0.54
0.54
0.55
0.55
0.55
0.68
0.83
0.84
0.98
0.98
1.14
1.29
총표면적(m2)
UNIT WEIGHT OF FOOLER GRATING
BAR PITCH 30mm 35.3mm 40mm
TYPE
BEARING BAR
FLAT BAR25x5 38.2 36.3 33.2 31.2 30.3 28.3
FLAT BAR32x5 48.1 45.6 41.8 39.3 38.1 35.6
FLAT BAR38x5 56.6 53.6 49.0 46 44.5 41.5
I BAR 25x5x3 31.4 29.5 27.4 25.4 25.1 23.1
I BAR 32x5x3 38.6 36.1 33.8 31.3 30.3 27.8
I BAR 38x5x3 44.3 41.4 38.6 35.6 35.2 32.2
I BAR 44x5x3 50.6 47.1 44.0 40.5 40.1 36.6
I BAR 50x5x3 55.5 51.5 48.3 44.4 44 40.1
I BAR 50x7x4 67.5 52.8 67.4 62.7 61.5 56.8
I BAR 55x7x4 73.2 68.1 73.2 68 66.6 61.4
I BAR 65x7x4 85.2 79.1 85.1 79 77.4 71.3
I BAR 75x7x4 97.4 90.4 97.4 90.3 88.6 81.5
CLOSE END( Kg/m2 )
CUT END( Kg/m2 )
CLOSE END( Kg/m2 )
CUT END( Kg/m2 )
CLOSE END( Kg/m2 )
CUT END( Kg/m2 )
UNIT WEIGHT OF FOOLER GRATING
REMARKS
SPECIFICATION GRAVITIESMETAL HYDROCARBONS GAS
DESCRIPTION GRAVITY DESCRIPTION GRAVITY DESCRIPTION
ALUMINUM 2.7 ETHANE 0.3564 AIR
ANTIMONY 6.618 PROPANE 0.5077 ACETYLENE
BARIUM 3.78 N-BUTANE 0.5844 ALCOHL VAPOR
BISMUTH 9.781 ISO-BUTANE 0.5631 AMMONIA
BORON 2.535 N-PENTANE 0.6310 CARBON DIOXIDE
BRASS 80C 8.6 ISO-PENTANE 0.6247 CARBON MONOOXIDE
BRASS 70C 8.44 N-HEXANE 0.6640 CHLORINE
BRASS 60C 8.36 2-METHYL PENTANE 0.6579 EHTER VAPOR
BRASS 50C 8.2 3-METHYL PENTANE 0.6689 ETHYLENE
BRONZE 90C 8.78 2.2-DIMETHYLBUTANE 0.6540 HYDROFLUORIC ACID
CADMIUM 8.648 2.3-DIMETHYLBUTANE 0.6664 HYDROGEN
CALCIUM 1.54 N-HEPTANE 0.6882 ILLUMINATINGS GAS
CHROMIUM 6.93 2-METHYLHEXANE 0.6830 MERCURY VAPOR
COBALT 8.71 3-METHYLHEXANE 0.6917 MARSH GAS
COPPER 8.89 2.2-DIMETHYLPENTANE 0.6782 NITROGEN
GOLD 19.3 2.4-DIMETHYLPENTANE 0.6773 NITRIC OXIDE
IRIDIUM 22.42 0.7592 NITROUS OXIDE
IRON. CAST 7.03~7.73 N-OCTANE 0.7068 OXYGEN
IRON. WROUGHT 7.80~7.90 CYCLOPENTANE 0.7504 SULPHUR DIOXIDE
LEAD 11.342 METHYLCYCLOPENTANE 0.7536 WATER VAPOR
MAGNECIUM 1.741 CYCLOHEXANE 0.7834
MANGANESE 7.3 METHYLCYCLOHEXANE 0.7740
MERCURY 13.546 BENZENE 0.8844
MOLYBDENUM 10.2 TOLUENE 0.8718
NICKEL 8.8 MISCELLANEOUS
PLATINUM 21.37 ASBESTOS 2.4 CHARCOAL
POTASSIUM 0.87 ASPHALTUM 1.4
SILVER 10.42~10.53 PORTLAND CEMENT 3.1
SODIUM 0.9712 CHALK 2.3
STEEL 7.85 CONCRETE 2.2
TANTALUM 16.6 EARTH-DRY 1.2
TELLURIUM 6.258 EARTH-WET 1.7
TIN 7.29 GLASS 2.6
TITANIUM 4.5 ICE 0.9
TUNGSTEN 18.6~19.1 IRON SLAG 2.7
URANIUM 18.7 MORTAR 1.5
VANADIUM 5.6 SAND-DRY 1.6
ZINC 7.04~7.16 SAND-WET 2.0
1.1-DIMETHYLCUCLOPENTANE
SPECIFICATION GRAVITIESGAS
GRAVITY
1.000
0.920
1.601
0.592
1.520
0.967
2.423
2.586
0.967
1.261
0.069
0.400
6.940
0.555
0.971
1.039
1.527
1.106
2.250
0.623
MISCELLANEOUS
0.4