LIGHT WELDED H-BEAM

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LIGHT WELDED H-BEAM
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???? ? ? ? (451-824) ??? ??? ???
84-35 031-683-0590 (FAX [phone])
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???? Profiles of the Hapis corp.
? ??? ???? ??? ????? ??? ???? ??H?? (Light
Welded H-Beam)? ???? ????.
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????? ???? ?? ??? ??H?? ??? ?? ?? ???
????? ???????. ???? ? ? ? (Hapis Corp.)
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?? ?? ??? ??? ??? (?? 5,400? ??
2,600?) ?? ????H?? LINE (CAPA
24,000TON/?)
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???? Facilities
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???? Process of the Manufacturing
???? ??

Entry
Welding
Exit
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???? Sizes Sectional Properties
?? ?? ?? ?? ???? ??? ?? 2????? ?? 2????? ???? ???? ?? 2?? ? ? ?? 2?? ? ?
H B T1 T2 W A Ix Iy Zx Zy ix iy
? ? ? ? kg/m ? ? ? ? ? ?
50 50 2.3 3.2 3.3 4.2 19.1 6.67 7.66 2.67 4.36 1.59
50 50 3.2 4.5 4.6 5.81 25.2 9.36 10.68 3.75 4.38 1.27
50 100 2.3 3.2 5.8 7.40 36.69 53.34 14.67 10.67 1.33 2.68
50 100 3.2 3.2 6.1 7.80 37.31 53.35 14.92 10.67 1.35 2.62
50 100 3.2 4.5 8.1 10.31 48.57 75.01 19.43 15.0 1.59 2.70
100 50 2.3 3.2 4.2 5.35 56.12 6.68 18.14 2.67 1.36 1.12
100 50 2.5 3.5 4.6 5.83 60.96 7.30 19.66 2.92 1.42 1.12
100 50 3.2 3.2 4.9 6.19 62.92 6.70 19.37 2.68 1.39 2.12
100 50 3.2 4.5 5.8 7.41 76.98 9.40 24.55 3.76 1.59 1.94
100 75 3.2 4.5 7.6 9.66 174 31.7 34.8 8.4 4.25 1.81
100 100 3.2 4.5 9.4 11.91 225 75.0 45.1 15.0 4.35 2.51
100 100 6.0 9.0 18.0 22.92 401 150.1 80.3 30.0 4.19 2.56
125 125 6.0 9.0 22.7 28.92 820 293.2 131.0 46.9 5.32 3.18
150 75 3.2 4.5 8.8 11.26 432 31.7 57.6 8.4 6.19 1.68
150 75 3.2 6.0 10.5 13.42 537 42.2 71.6 11.3 6.33 1.77
150 100 3.2 4.5 10.6 13.51 551 75.0 73.5 15.0 6.39 2.36
150 100 3.2 6.0 12.9 16.42 693 100.0 92.3 20.0 6.50 2.47
150 100 6.0 9.0 20.3 25.92 1011 150.2 135.0 30.0 6.24 2.41
150 150 3.2 6.0 17.6 22.42 1004 337.5 134.0 45.0 6.69 3.88
150 150 6.0 9.0 27.4 34.92 1459 506.5 195.0 67.5 6.46 3.81
200 100 3.2 4.5 11.9 15.11 1046 75.1 105.0 15.0 8.32 2.23
200 100 3.2 6.0 14.1 18.02 1307 100.1 131.0 20.0 8.52 2.36
200 100 6.0 9.0 22.7 28.92 1944 150.3 194.0 30.1 8.20 2.28
200 150 3.2 4.5 15.4 19.61 1476 253.2 148.0 33.8 8.68 3.59
200 150 3.2 6.0 18.9 24.02 1871 337.6 187.0 45.0 8.83 3.75
200 150 4.5 6.0 20.8 26.46 1943 337.6 194.0 45.0 8.57 3.57
200 150 6.0 9.0 29.8 37.92 2766 506.6 277.0 67.5 8.54 3.66
200 200 6.0 9.0 36.8 46.92 3587 1200.3 359.0 120.0 8.74 5.06
250 100 3.2 4.5 13.1 16.71 1729 75.1 138.0 15.0 10.17 2.12
250 125 3.2 4.5 14.9 18.96 2069 146.6 165.0 23.1 10.44 2.78
250 125 4.5 6.0 20.2 25.71 2739 195.5 219.0 31.3 10.32 2.76
250 125 6.0 9.0 28.6 36.42 3893 293.4 311 46.9 10.34 2.84
250 150 3.2 4.5 16.6 21.20 2408 253.2 193 33.8 1065 3.45
250 150 4.5 6.0 22.5 28.71 3185 337.7 255 45.0 10.53 3.43
250 150 4.5 9.0 29.4 37.44 4391 506.4 351 67.5 10.83 3.68
250 175 6.0 9.0 35.7 45.42 5200 804.3 416 91.9 10.70 4.21
250 250 6.0 9.0 46.3 58.92 7162 2344.2 573 187.5 11.02 6.31
300 150 3.2 4.5 17.9 22.81 36 253.2 240 33.8 12.57 3.33
300 150 4.5 6.0 24.3 30.93 4786 337.3 319 45.0 12.43 3.30
300 150 4.5 9.0 31.2 39.69 6559 506.5 437 67.5 12.85 3.57
300 150 6.0 9.0 34.5 43.92 6839 506.8 456 67.6 12.48 3.40
300 175 4.5 6.0 26.7 33.96 5434 536.2 362 61.3 12.65 3.97
300 175 4.5 9.0 34.7 44.19 7512 804.1 501 91.9 13.04 4.27
300 200 6.0 9.0 41.5 52.92 8745 1200.5 583 120.1 12.85 4.76
300 300 6.0 9.0 55.7 70.92 12557 4050.5 837 270.0 13.31 7.56
350 175 4.5 6.0 28.4 36.21 7661 536.2 438 61.3 14.55 3.85
350 175 4.5 9.0 36.5 46.44 10532 804.3 602 61.9 15.06 4.16
350 175 6.0 9.0 40.4 51.42 10989 804.5 628 91.9 14.62 3.96
350 200 6.0 9.0 43.9 55.92 12297 1200.6 703 120.1 14.83 4.63
400 200 4.5 9.0 41.8 53.19 15852 1200.3 793 120.0 17.26 4.75
400 200 6.0 9.0 46.3 58.92 16549 1200.7 827 120.1 16.76 4.51
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???? Characteristics of the Product
????H?? (Light Welded H-Beam) ? ?? Flange
Web?? Flange ? 3?? ??? H??? ????, ????? ????
????? ??? ????, ??H?? (Rolled H-Beam) ? ? ?????
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?? ??H??(Welded H-Beam)? ??? P.E.B System ???
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???, ????H?? ?? ? ??? ??? ???? ???? ????.
H ? ? ? ? ?
? ? ? ? ? ? ? ? ? ? ?
??H?? (Hot Rolled H-Beam) Roll ?? ????? ?? ???? ????
??H?? (Welded H-Beam) Arc ?? ???? ?? ???? ?????
????H?? (Light Welded H-Beam) ??? ???? ???? ???? ??? ? ????
????H??? ???
? ??H??? ?? ????? ???? ?? ??? 3040 ?? ?
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? ?? ??(??), ??(??), ???(???) ??? ???
?????. ? ??? ??? ??? ??? 100 ???? ??? ? ????
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???, ?? ?? ??H??
??? ?? ??? ??H?? (Colored H-Beam) ? ?????.
? ???? ??H??? ? ?? ??? ??? ?? RUST? ???
??? ? ???? ?????.
? ? ? ? 1? ???
Web, Flange ??? 2? ???
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???? Applicable Specifications
KS D 3558 SWH400 (JIS G 3353 SWH400)
???? (max, ) Chemical Composition ???? (max, ) Chemical Composition ???? (max, ) Chemical Composition ??? ?? Tension Test ??? ?? Tension Test ??? ?? Tension Test ??? ?? Tension Test ??? ?? Tension Test
???? (max, ) Chemical Composition ???? (max, ) Chemical Composition ???? (max, ) Chemical Composition ???? TS ??? YP ? ? ? Elongation ? ? ? Elongation ? ? ? Elongation
C P S kg/? kg/?(min) ?? Test PCS min()
0.25 0.05 0.05 4155 25 5 max 5 21
0.25 0.05 0.05 4155 25 5 over 1 17
?????? Dimensional Tolerances
?  ? ASTM A-6 KS D 3558 ?   ?
?  ? General Requirements for Rolled shapes Welded Light Gauge H-Steels for General Structures ?   ?
Web ?? 1/8 in 1.5mm  
Frange ? 1/4 in, -3.16 in 1.5mm  
?   ? Thickness Not Specified 2.3mm 0.25mm 3.2mm 0.30mm 4.5mm 0.45mm 6.0mm 0.60mm  
?   ? Length under 30ft 3/8 in over  30ft 3/8 in plus 1/16 in (each additional 5ft)     Not Specified    - zero     
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??? ?? Comparison of Economical Efficiency
??H??? ??? ????? ?? ????? ?????
? ? ? ? (mm) ???? S ???? W ? ? ?
? ? ? ? (mm) ? Kg/m ? ? ?
?? H?? 150x075x3.2x4.5 57.6 8.84 1
? ? ? 125x65x6x8 67.8 13.4 1.52
C?? (double) 125x50x20x3.2 58 12.3 1.39
?? H?? 150x100x3.2x4.5 73.5 10.6 1
?? H?? 100x100x6x8 76.5 17.2 1.62
? ? ? 150x75x6.5x10 115 18.6 1.75
C?? (double) 150x75x20x3.2 97.8 16 1.51
?? H?? 200x100x3.2x4.5 105 11.9 1
?? H?? 150x100x6x9 138 18.1 1.52
C?? (double) 150x75x20x3.2 97.8 16 1.34
?? H?? 200x150x3.2x4.5 148 15.4 1
?? H?? 150x100x6x9 138 18.1 1.18
C?? (double) 150x75x20x3.2 97.8 16 1.04
?? H?? 250x150x3.2x4.5 193 16.7 1
?? H?? 200x100x5.5x8 184 21.3 1.28
? ? ? 200x80x7.5x11 195 24.6 1.47
?? H?? 250x150x4.5x6.0 255 22.5 1
?? H?? 194x150x6x9 277 30.6 1.36
? ? ? 200x80x7.5x11 195 24.6 1.09
?? H?? 300x150x3.2x4.5 240 17.9 1
?? H?? 150x150x7x10 219 31.5 1.76
?? H?? 194x150x6x9 277 30.6 1.71
? ? ? 200x90x8x13.5 249 30.3 1.69
?? H?? 300x150x4.5x6 .0 319 24.3 1
?? H?? 250x125x6x9 324 29.6 1.22
? ? ? 250x90x9x13 335 34.6 1.42
?? H?? 400x200x4.5x6.0 575 32.5 1
?? H?? 244x175x7x11 502 44.1 1.36
? ? ? 300x90x12x6 525 48.6 1.50
?? H?? 400x200x6.0x9.0 827 46.3 1
?? H?? 250x250x8x13 801 66.5 1.44
? ? ? 380x100x13x16.5 822 62 1.34
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?? Applications
      ? ??H??? ???? ? ??? ?? ??? ??????. ? ??? ????,  ??? ??, ?????, ????, ??? ? ??? ??? ???? ????.     (1) ??H??? ??? ??  ?    ?                    - SUB-COLUMN, TRUSS            ????                   - MAIN SUB-COLUMN, TRUSS            ?????                  - TRUSS            ?    ?                   - MAIN SUB-COLUMN, TRUSS            ????,????          - CROSS MEMBER            ????                   - ?? POST            ? ? ?                   - ?? SUPPORTER ? ? ? - ???, ??, ?? ?? ???            ?     ?                    - ???, ????(????) ? ????? (2) ?? ???? ?? ??? ??? ???? ??? ?? ???? ???? ??? ?? ??? ????. ?? ??? ??? ????? ???? ??? ?????. ??? ????? ???? ?? ???? ?????? 3040?? ???? ?? ????. ? ???? ?? ???? ??? ????? ???? ????? ? ??? ?? ???? ????.  ?(?)??? ??? ?? ? ? ??? ??? ????, ??? ?(?) ??? ?? ?? ??????. ??, ??H??? ???? ???? ?? ??? ?? ??? C??? ???? ?? ??? ??? ?? ???? ? ??? ?? ??????.
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??? ????H??? ??
LH Light Welded H-Beam(??H??), RH Rolled
H-Beam (??H??)
??? ???? ????? ???? ? ?
60??? LH LH LH LH
150??? LH LH LH LH
300??? LH LH LH LH
300??? RH LH LH LH ?? HOIST
500??? RH LH LH LH ?? HOIST
?? ???? ?(?)?? ?? ? ????, ????
??H?? ??
??H?? ??H?? ??
LH
RH (???)
LH (????)
C??
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???? Applications
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13
???? Applications
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???? CROSS MEMBER
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?? ?? Information on Orders Inquiries
? ?? ? ?? ??? (451-824) ??? ??? ??? ???
84-35 Tel
031 - 683 0590, Fax 031 - 683 - 0790
? ???? www.hapis.co.kr (E-mail
sales_at_hapis.co.kr)
? ?? ?????
?? ? ? ? 010 9219 - 0590
?? ? ? ? 010 4655 - 4759
? ????? ?
? ? ???
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600m
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300m
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