1. 강재일반... 1 1.1 강재의분류... 2 1.2 강재의화학성분... 2 1.3 강재의제조법... 4 1.3.1 생산과정... 4 1.3.2 전기로생산공정... 6 1.3.3 제조법별특징... 6 2. 강재의종류및용도...7 2.1 형강... 7 2.2 철근... 8 2.3 열연, 후판... 9 2.4 강관... 9 3. 국내강재의규격... 10 3.1 강재의규격... 10 3.2 강재의규격표기...11 3.3 일반구조용압연강재... 12 3.3.1 화학성분... 12 3.3.2 기계적성질... 12 3.4 용접구조용압연강재... 13 3.4.1 화학성분... 13 3.4.2 기계적성질... 13 3.5 TMCP 형건축구조용고장력강판... 14 3.5.1 화학성분... 14 3.5.2 기계적성질... 14 3.6 H 말뚝... 15 3.6.1 화학성분... 15 3.6.2 기계적성질... 15 3.7 강널말뚝... 15
3.7.1 화학성분... 15 3.7.2 기계적성질... 15 3.8 철근... 16 3.8.1 화학성분... 16 3.8.2 기계적성질... 16 3.9 일반구조용용접경량 H형강... 17 3.9.1 화학성분... 17 3.9.2 기계적성질... 17 3.10 일반구조용경량형강... 17 3.10.1 화학성분... 17 3.10.2 기계적성질... 17 3.11 일반구조용탄소강관... 18 3.11.1 화학성분... 18 3.11.2 기계적성질... 18 3.12 일반구조용각형강관... 19 3.12.1 화학성분... 19 3.12.2 기계적성질... 19 4. 외국강재의규격... 20 4.1 강재의규격... 20 4.2 강재의규격표기... 21 4.3 JIS 규격 (JIS G 3101, 3106,3136)... 21 4.3.1 화학적성질... 21 4.3.2 기계적성질... 22 4.4 ASTM 규격 (ASTM A36, A572, A992)... 24 4.4.1 화학적성질... 24 4.4.2 기계적성질... 24 4.5 BS 규격 (BS 4360)... 25 4.5.1 화학적성질... 25 4.5.2 기계적성질... 25
4.6 유럽및독일규격 (EN 10025, DIN 17100)... 26 4.6.1 화학적성질... 26 4.6.2 기계적성질... 26 5. 국내생산제품... 27 5.1. 형강류... 27 5.1.1 H 형강... 27 5.1.2 C.T. 형강... 29 5.1.3 등변ㄱ형강... 31 5.1.4 부등변ㄱ형강... 32 5.1.5 부등변부등후ㄱ형강... 32 5.1.6 ㄷ형강... 33 5.1.7 I 형강... 33 5.1.8 H 말뚝... 34 5.1.9 강널말뚝... 34 5.1.10 용접경량 H형강... 35 5.1.11 C 형강... 37 5.2 철근... 38 5.3 판재류... 39 5.3.1 As Rolled... 39 5.3.2 TMCP... 40 5.4 강관류... 41 5.4.1 일반구조용탄소강관... 41 5.4.2 일반구조용각형강관... 45 5.4.3 강관말뚝... 48 6. 외국생산제품...51 6.1 Wide Flange Shapes(Inch Series)... 51 6.2 H-Bearing Piles... 61 6.3 European Wide Flange beams... 63
6.4 European I-beams... 69 6.5 Universal Beams(BS)... 73 6.6 Universal Columns(BS)... 77 6.7 Universal Beams Bearing Piles(BS)... 79
1. 강재일반 1.1 강재의분류 구분종류내용 순철 탄소함유량이 0.02%, 탄소, 불순물이적은철 성분별 선철 탄소함유량이 2.5-4.5%, 철강석을제련하여맨처음얻어지는것 강철 탄소함유량이 0.02-2.0%, 선철을정련한강 일반강 일반구조용강으로 C(0.1-0.9%) 이외에소량의 Si, Mn, P, S 등을함유한강 용도별 공구강, 기계구조용강, 특수용도강으로함유원소 (Cr, Ni, Mo, V) 등을특수강 ( 합금강 ) 첨가시킨강 열간압연제품 재결정온도이상 (800 ~ 1200 ) 에서제강된반제품을압연, 인발등에의해제품화한것 제조법별 냉간압연제품 열간압연제품을더가공해서제품화하기위하여재결정온도이하 (800 이하 ) 에서냉간압연한것 주강품 소정의형상틀에주물을부어일정형상으로가공한제품 단강품 소정의재료를단조를통하여제품화한것 형상별 조강류 강판류 형강 (H. ㄱ. ㄷ.T.I형강, 레일, 구평형강, SHEET PILE등 ) 봉강 ( 원형강, 각강, 육각, 팔각강, 이형봉강등 ), 선재 ( 원형, 이형 ) 후판, 중판, 열연. 냉연박판, 표면처리강판등 강관류 무계목강관, 용접강관, 단접관
1.2 강재의화학성분 철강 5 대성분 탄소규소망간인황 Fe는 C와함께함으로써철강재의우수한특성을발휘할수있다. 탄소량이증가하면항복점, 인장강도, 경도는증가되지만신율, 수축율, 연성은감소한다. 구조용강재를제조할때는 C를 0.1~0.23% 이내에서유효하게사용하여연성, 충격특성, 용접성을고려한강도특성을확보해야한다. 규소량이증가하면인장강도, 항복점이상승하고 0.2~0.4% 정도에서신율및수축율도급격히상승한다. 망간이강의강도를개선하고충격특성에영향을미친다. 또한압연성을좋게하고취성을감소시킨다. P는강재의내후성을향상시키는효과가기대되며이외로용접성, 냉간가공성, 충격특성을저하시킨다. 1300도이상의고온에서용해되고온도취성, 연신율, 강도, 충격치저하등의영향을미치므로 0.05% 이하로규제한다. 첨가화학성분 화학성분바나듐 (V) 나이오비듐 (Nb) 니켈 (Ni) 크롬 (Cr) 몰리브덴 (Mo) 텅스텐 (W) 코발트 (Co) 특성열처리시강도증가바나듐의경우고온에서조직성장방해 : 공구강에서중요나이오비듐은스테인리스강에서카본이입계로전이되어부식을촉진하지못하도록방해함강도, 경도를향상다른원소들에의한취성을감소강도, 경도를향상열처리효과증대 Cr이 12% 이상이면스테인리스강특성 Mo은공구강에사용고온에서안정하고경도가높아고합금공구강으로사용
기타화학성분 수소 산소 질소 철의결정격자속에침투확산하여충격치감소, 지연파괴, 용접비트터짐, 기포발생등의원인이된다. 용접시물, 습기가분해되어발생하는 H를줄이기위해비온후, 또는저온시용접할때는예열이요구된다. 철광석이강으로변화시 O가관계하는반응이전공정에서중요한역할을한다. 다만일부는산화물계비금속개재물로존재하여강재에연성및충격특성, 열화, 적열, 청열취성, 담금질경화성열화등을발생시켜품질에유해한영향을미친다. N이증가하면강도는증가하나신율, 충격특성이저하된다. 또한 N이지나치게높으면고온가공성이나빠진다.
1.3 강재의제조법 철광석을제련하여구조용강재를만드는데는제선 - 제강 - 조괴 - 압연의과정을거치게된다. 제선과 정에서철광석으로부터선철을만들고, 제강과정에서선철에서강을만들며, 조괴과정에서강을강괴로 만들며압연과정에서는강괴를가열하여정하여진형태로구조용강재를만들게된다. 1.3.1 생산과정 제선제강조괴압연 고로 ( 철광석 ) 선철전로용강연주기반제품가열로압연기제품 전기로 전기로공장 고로공장 1) 제선 철광석 (Fe 2 O 3 ), 자철광 (Fe 3 O 4 ), 갈철광 (Fe 2 O 3, 2H 2 O) 등의철광석을코크스, 석회석등과함께용광로의위에서투입하고용광로의하부에는약 1000 도로가열된공기를불어넣는다. 가열된공기는코크스를연소시키면서일산화탄소를발생시켜철광석의산소를뺏는환원작용을하게된다. 이와같이하여녹은철분은다른성분과분리된채노의바닥에고여선철이되고철분이외의성분은비중이가벼워위로뜨게되는데이런찌꺼기를광재또는슬러그라고한다. 선철은약 93% 의철과 4% 의탄소를함유하게되는데인성과가단성이매우작아서구조용강으로사용할수없다.
2) 제강 선철은탄소의함유량이많아굳고취성이므로강도와인성이높은강을만들기위해서는선철의탄소함유량을 1.7% 이하로줄이고인, 황, 규소, 망간등의불순물을제거해야한다. 그러므로선철을산화제와용제를제강로속에넣고산화탈산하여성분을조정하여구조용강재로사용가능한성질을가진강을만든다. 제강법에는전로법, 평로법, 전기로법이있는데, 고철을제강하는경우는전기로법이이용된다. 3) 조괴 제강이끝나면용융된강을꺼내어주형에주입하여강괴 ( 剛塊 ingot) 를만드는과정을조괴라한다. 강괴는탈산도가높은순으로킬드강 (killed ingot), 세미킬드강 (semi-killed ingot), 림드강 (rimmed ingot) 으로분류된다. 킬드강은페로망간, 알루미늄등을충분히넣어서완전히탈산하므로내부에기포가거의없게된다. 용접성이좋으며강도가높으므로용접구조용고강도강은이종류에속한다. 림드강은탈산정도가작다. 강괴의표면은매끈하나내부에기포가산재해있어서용접성이나강도가낮다. 40 kgf/mm 2 급의보통강은후판을제외하고이방법으로제조한다. 세미킬드강은킬드강과림드강의중간정도의성질을갖는다. 40 kgf/mm 2 급의후판이이종류에속한다. 강판이위의세종류중어느종류인가판별하는방법만으로는단면을매크로사진으로찍어보는방법과화학적분석을하는방법이있다. 4) 압연 조괴과정을통하여얻은강괴를압연하여일정한형태를가진부재로만든다. 가열여부에따라열간압연과냉간압연으로나눌수있다. 열간압연은강괴를 1200 도정도가열하여서로반대방향으로회전하는롤러사이로여러번통과시키면서점차정하여진형태로변형시켜나가는방법으로강판, 봉강, 형강등이이방법에의하여제조된다. 냉간압연은얇은두께의강판을상온에서프레스로찍거나롤러에통과시켜형태를변형시키는방법이다. 경량형강이냉간압연에의해제조된다.
1.3.2 전기로생산공정 그림 1. 전기로생산공정 1.3.3 제조법별특징 구분전기로고로 설비전기로설비용광로 주원료고철철광석 용량중소용량대용량 조업방법 특징 고철을주원료로장입하고전기를이용하여전극과고철사이에아크를발생시켜그열을이용하여고철을녹여강을생산 고온을얻기가쉽고온도조절이쉽다. 설비비가저렴하다열손실이적다 용광로에철광석을주원료로장입하고코크스를연료로사용하여선철을만들어용선차로전로로운반하면전로에서선철을주원료로장입하고산소를원료로사용하여강을생산기화에서소화까지수년가동선철과슬래그는용융상태에서얻어지고비중의차이로분리열효율이양호함 생산제품조강류 ( 형강, 철근 ) 판재류 ( 후판 ) 대표업종 INI STEEL POSCO
2. 강재의종류및용도 2.1 형강 구분특성주용도제조사비고 H 형강 KS D 3502 표준 SIZE (SS, SM) 경량시공성미관경제성 건축기타구조물의기둥기타강도부재교량용지지대토목용도구 INI STEEL 동국제강 T 형강 (H형강의분할사이즈 ) (SS, SM) X축의단면효율강성이높음시공성 건축, 기타구조물의트러스, 기둥보및 2차보강대, 모노레일등가이드레일 INI STEEL 동국제강 등변ㄱ형강 KS D 3502 표준 SIZE (SS, SM) 두변이직각인형태 X,Y축의강성같음 일반구조물의보강재철탑의강도부재 INI STEEL 동국제강한국철강환영철강 ㄱ 형강 부등변ㄱ형강 KS D 3502 표준 SIZE (SS, SM) Y축에비대칭 X축방향강도높음 일반구조물의보강재선박스치후나부재 INI STEEL 동국제강환영철강 부등변부등후ㄱ형강 KS D 3502 표준 SIZE (SS, SM) X 축의단면효율양호선박의스치후나부재 INI STEEL ㄷ 형강 KS D 3502 표준 SIZE (SS, SM) 양플랜지가같음 다른부재와의조합등 시공성이우수함 일반구조물강도부재 및보강부재 INI STEEL 동국제강한국철강환영철강 복공판받침 I 형강 KS D 3502 표준 SIZE (SS, SM) 플랜지테이퍼부 단면강성이큼 호이스트가이드레일산업기계의가대등 INI STEEL 단독으로응력을받는개소 H 형강 말뚝 KS D 4603 표준 SIZE (SHK) H 형강중높이가폭이 동일하고웨브나플랜지 두께가같은것 건축, 토목지지말뚝용 INI STEEL 동국제강
KS F 4604 강널 말뚝 U형 (SY) 가장일반적인형태로 반복사용가능 호안, 흙막이등의 구조재, 가설재 INI STEEL ( 광폭강널말뚝포함 ) 용접 경량 H 형강 KS D 3530 ( 압연도금된것도있음 ) 특수사이즈가많으며, 경량임 건축기타구조물의기둥및대들보기타강도부재 동부제강 경량 형강 KS D 3530 ( 압연도금된 것도있음 ) 경 C 형강 경ㄷ형강 냉간성형판두께가얇고, 일반적으로사이즈가작음 일반주택골재 기타구조용 2.2 철근 종류구분특성주용도제조사 형상구분 (*2) 원선평각육이비고 철근콘크리트용 KS D 3504 (SR, SD) (SR) 기계적성질보증용접성, 압연성 (SD) 콘크리트의부착성기계적성질보증용접성, 압연성 철근, 일반건설 부품 가공용품 INI STEEL 대한제강동국제강코스틸한국제강한국철강한보철강환영철강 봉 강 KS 이외 에폭시 철근 내염성철근 INI STEEL * : 원 : 봉강, 선 : 선재 (Bar in Coil 포함 ), 평 : 평강, 각 : 각강, 육 : 육각강, 이 : 이형봉강
2.3 열연, 후판 종류구분특성주용도제조사비고 일반구조용압연강재 KS D 3503(SS) 일반강도에사용되는강판 교량, 선박, 해양구조물, 차량, 경량형강, 산업기계, 건설기계 동국제강 POSCO 후판열연강판 구조용 강판및 용접구조용압연강재 KS D 3515(SM) 용접성, 인성 교량, 선박, 차량, 해양구조물, 석유저조, 산업기계, 건설기계 동국제강 POSCO 후판열연강판, 강대 TMCP형건축구조용고장력강판 용접성, 저항복비, 내진성, 인성 건축 POSCO 열연강판, 후판 건축구조용압연강판 및강대 JIS G 3136(SN) 용접성, 저항복비, 내진성, 인성 건축 POSCO 후판 2.4 강관 종류구분특성주용도제조사비고 일반구조용탄소강관 KS D 3566(SPS) 건재용, 내식용 토목, 건축, 철탑, 말뚝, 발판, 기둥, 가구 금강공업동부제강 동양철관 구조용 강관 일반구조용각형강관 KS D 3568(SPSR) 단면성능양호 토목, 건축, 발판, 기둥 미주제강세아제강신호스틸한국주철관 강관말뚝 KS F 4602(SPS) 용접성, 방향성이없고단면성능양호장척화가능 육상및해양구조물기초, 교량기초등토목, 건축, 철탑, 흙막이 현대강관한국철강금강공업
3. 국내강재의규격 3.1 강재의규격 분류 종류 특징 용도 일반구조용가장많이쓰임. 통상적으로두께 25mm는용접성 SS400 압연강재염려없음 보, 기둥 KS D 3503 SS490 용접구조물에불리함 사용미미 KS D 3502 SS490 용접구조물에불리함 철탑용 SM400A,B,C 용접성이우수함, 통상적으로 50mm까지용접성용접성요구되는문제없음곳 용접구조용용접용고강도강으로많이쓰임 SM490A,B,C 압연강재통상적으로 32mm이상용접시예열요구 기둥재 (KS D 3515) Nb를첨가항복강도를 10% 향상시킨강높은항복강도가 SM490YA,YB (KSD 3502) 용접, 충격성약간떨어짐요구되는곳 SM520B,C 탄소, 망간의함유량을높여강도를향상시킨강 SM570 열처리한고장력강 TMCP강 SM490TMC 제어압연, 가속냉각방식으로제조, 고강도. 고인성고층건물우수한용접성을가진강으로 40mm 후판에서도기둥재설계강도의저감이없음 H형강말뚝 (KS F 4603) SHK 400, 400M SHK 490M 항타관입성우수견고한지층에서의시공난해성해소 건축토목용기초말뚝 열간압연 SY295 휨강성및인성우수영구용 : 옹벽, 호안널말뚝 SY390 지진발생시에도이음매결속유지가설용 : 토류공사 (KS F 4604) SR240, SR300 SR : 기계적성질보증, 용접성, 압연성철근철근 SD 300 SD : 콘크리트의부착성, 기계적성질보증, 용접성, 일반건설부품 (KS D 3504) SD 350, 400, 500 압연성가공용품 SD 400W, 500W SDW : 용접성능보강 용접경량형강강재성분은 SS재와유사함소규모건물 SWH 400, 500 (KS D 3558) 판두께 3.2~12mm 철판을공장용접하여제작 2차부재 경량형강강재성분은 SS재와유사함경미구조물 SSC 400 (KS D 3530) 판두께 1.6~6mm 철판을냉간압연하여제작 2차부재 탄소강관 (KS D 3566) SPS 400, 490 SPS 540 강재성분은 SS재와유사함판두께 2~22mm, φ 21.7~609.6mm 트러스재강관말뚝 각형강관 (KS D 3568) SPSR400, 490 SPSR 540 강재성분은 SPS재와유사함판두께 1.2~22mm, ㅁ20x20~200x200mm 2차부재기중재
3.2 강재의규격표기 강재규격 강종관련숫자 (N/mm 2 ) 관련기호 충격치 KS D 3503 일반구조용압연강재 (Steel for general Structure) SS400, SS490, SS540 400 490 540 인장강도최소치 - - KS D 3515 용접구조용압연강재 (Steel for Marine) SM400 A.B.C SM490A.B.C SM490YA.YB SM520B.C SM570 400 490 520 570 인장강도최소치 Y ( 항복강도만 10% 높인값 ) A: 규정없음 B:2.8kgf.m 이상 C:4.8kgf.m 이상 두께 40mm TMCP형건축구조용고장력강판 ( PILAC-BT) PILAC-BT33 PILAC-BT36 325 355 항복강도최소치 초과시에도강도저감없음 2.8 kgf.m KS F 4603 H형강말뚝 (Steel H Piles) SHK400 SHK400M SHK490M 400 490 인장강도최소치 M C성분규제 A: 규정없음 B:2.8kgf.m 이상 C:4.8kgf.m 이상 KS F 4604 열간압연널말뚝 (Steel Yaita) SY295, SY295A, SY390, SY390A 295,390 항복강도최소치 A 가설재 KS D 3504 철근콘크리트용봉강 SR, SD(Steel Round.Deformed Bar) SR240,SR300,SD300, SD350,SD400,SD500,SD400W,SD500W 240,300,350, 400,500 항복강도최소치 W 용접성능보강 KS D 3558 용접경량H형강 (Light Steel for Welded Structure) SWH400 400 인장강도최소치 L: 두께5mm 초과시 - KS D 3530 경량형강 (Light Steel for general Structure) SSC400 400 인장강도최소치 - - KS D 3566 탄소강관 (Steel Pipe for general Structure) SPS400 SPS490 SPS500 400 490 500 인장강도최소치 - - KS D 3568 각형강관 (Steel Square Pipe for Structure) SPSR400 SPSR490 400 490 인장강도최소치 - -
3.3 일반구조용압연강재 3.3.1 화학성분 종류의기호 SS330 SS400 SS490 3.3.2 기계적성질 화학성분 (%) C Mn P S 0.050 이하 0.050 이하 SS540 0.30 이하 1.60 이하 0.040 이하 0.040 이하 종류의기호 SS400 SS 490 SS540 항복점또는내력 N/mm 2 (kg/mm 2 ) 강재의두께 (1)mm 16 이하 245 (25) 이상 285 (29) 이상 400 (41) 이상 16 초과 40 이하 235 (24) 이상 275 (28) 이상 390 (40) 이상 40 초과 215 (22) 이상 255 (26) 이상 인장강도 N/mm 2 (kg/mm 2 ) 400 510 (41 52) 490 610 (50 62) 540 (55) 이상 강재의치수 (mm) 인장시험편 연신율 % 굽힘각도 강판강대, 평강, 형강의두께 5이하 5호 21이상 강판, 강대, 평강, 형강의두께 5초과 16이하 1A호 17이상강판, 강대, 평강의두께 16초과 50이하 1A호 21이상 180 강판, 강대, 평강, 형강의두께 40을초과하는것 4호 23이상 봉강의지름, 변또는맞변거리25이하 2호 20이상봉강의지름, 변또는맞변거리25를초과하는것 3호 24이상 180 강판, 강대, 평강, 형강의두께 5이하 5호 19이상 강판, 강대, 평강, 형강의두께 5초과 16이하 1A호 15이상강판, 강대, 평강, 형강의두께 16초과 50이하 1A호 19이상 180 강판, 평강, 형강의두께 40을초과하는것 4호 21이상 봉강의지름, 변또는맞변거리 25이하 2호 18이상봉강의지름, 변또는맞변거리25를초과하는것 3호 21이상 180 강판. 강대. 평강, 형강의두께 5이하 5호 16이상 강판, 강대, 평강의두께 5초과 16이하 1A호 13이상 180 강판, 강대, 평강, 형강의두께 16초과 50이하 1A호 17이상 봉강의지름, 변또는맞변거리 25이하 2호 13이상봉강의지름, 변또는맞변거리25를초과하는것 3호 17이상 180 굽힘성 안쪽반지름 두께의 1.5 배 지름, 변맞변거리의 0.5 배 두께의 2.0 배 지름, 변맞변거리의 2.0 배 두께의 2.0 배 지름, 변맞변거리의 2.0 배 시험편 1 호 2 호 1 호 2 호 1 호 2 호
3.4 용접구조용압연강재 3.4.1 화학성분 종류의기호 C Si Mn P S SM 400 A 두께 50mm이하 0.23이하두께 50mm초과 0.25이하 2.5xC 1) 이상 0.035이하 0.035이하 200mm이하 SM 400 B 두께 50mm이하 0.20이하두께 50mm초과 0.22이하 0.35이하 0.60-1.40 0.035이하 0.035이하 200mm이하 SM 400 C 두께 100mm이하 0.18이하 0.35이하 1.40이하 0.035이하 0.035이하 SM 490 A 두께 50mm이하 0.20이하두께 50mm초과 0.22이하 0.55이하 1.60이하 0.035이하 0.035이하 200mm이하 SM 490 B 두께 50mm이하 0.18이하두께 50mm초과 0.20이하 0.55이하 1.60이하 0.035이하 0.035이하 200mm이하 SM 490 C 두께 100mm이하 0.18이하 0.55이하 1.60이하 0.035이하 0.035이하 SM 490 YA SM 490 YB 두께 100mm이하 0.20이하 0.55이하 1.60이하 0.035이하 0.035이하 SM 520 B SM 520 C 두께 100mm이하 0.20이하 0.55이하 1.60이하 0.035이하 0.035이하 SM 570 두께 100mm 이하 0.180 이하 0.55 이하 1.60 이하 0.035 이하 0.035 이하 3.4.2 기계적성질 종류의기호 SM 400 A SM 400 B SM 400 C SM 490 A SM 490 B SM 490 C SM 490 YA SM 490 YB SM 520 B SM 520 C SM 570 16 이하 16 초과 40 이하 항복점또는내력 N/mm 2 (kg/mm 2 ) 강재의두께 (mm) 47 초과 75 이하 245이상 235이상 215이상 (25이상) (24이상) (22이상) 325이상 315이상 295이상 (33이상) (32이상) (30이상) 365이상 355이상 335이상 (37이상) (36이상) (34이상) 365이상 355이상 335이상 (37이상) (36이상) (34이상) 460이상 450이상 430이상 (47이상) (46이상) (44이상) 75 초과 100 이하 215 이상 (22 이상 ) 295 이상 (30 이상 ) 325 이상 (33 이상 ) 325 이상 (33 이상 ) 420 이상 (43 이상 ) 100초과 160이하 205이상 (21이상) 285 이상 (29 이상 ) 160초과 200이하 205이상 (20이상) 275 이상 (29 이상 ) 인장강도 N/mm 2 (kg/mm 2 ) 강재의두께 (mm) 100 이하 100 초과 200 이하 400-510 (41-52) 490-610 (50-62) 490-610 (50-62) 520-640 (53-65) 570-720 (58-73) 400-510(41-52) 490-610(50-62) 강재의두께 (mm) 연신율 5이하 5초과 16이하 16초과 50이하 40을초과하는것 5이하 5초과 16이하 16초과 50이하 40을초과하는것 5 이하 5 초과 16 이하 16 초과 50 이하 40 을초과하는것 5이하 5초과 16이하 16초과 50이하 40을초과하는것 5이하 5초과 16이하 16초과 50이하 40을초과하는것 시험관 % 5호 1A호 1A호 4호 5 호 1A 호 1A 호 4 호 5 호 1A 호 1A 호 4 호 5 호 1A 호 1A 호 4 호 5 호 5 호 4 호 23이상 18이상 22이상 24이상 22이상 17이상 21이상 23이상 19 이상 15 이상 19 이상 21 이상 19 이상 15 이상 19 이상 21 이상 19 이상 26 이상 20 이상
3.5 TMCP 형건축구조용고장력강판 3.5.1 화학성분 종류의기호두께 (mm) C Si Mn P S Ceq* Sol.Al PILAC-BT33 PILAC-BT36 6이상 50미만 50이상 80이하 6이상 50미만 50이상 80이하 0.18이하 0.55이하 1.60이하 0.02이하 0.01이하 0.38이하 0.015이상 0.20이하 0.55이하 1.60이하 0.02이하 0.01이하 0.40이하 0.015이상 0.18이하 0.55이하 1.60이하 0.02이하 0.01이하 0.38이하 0.015이상 0.20이하 0.55이하 1.60이하 0.02이하 0.01이하 0.40이하 0.015이상 3.5.2 기계적성질 인장시험 충격시험 종류의기호 두께 항복점 (N/mm 2 ) 인장강도 N/mm 2 (kg/mm 2 ) 연신율시험편최소값 시험온도 O C 3개시험편의평균치 kgm 시험편두께 3개각시험편시험편의의평균치최소치 % % 15 이하 1A 호 17 이상 PILAC- BT33 PILAC- BT36 15이상 16이하 1A호 17이상 325이상 490~610 16이상 40이하 1A호 21이상 40이상 80이하 4호 23이상 15이하 1A호 15이상 15이상 16이하 355이상 520~640 1A호 15이상 16이상 40이하 1A호 19이상 0 2.8 이하 4호압연방향 15 이상 80 이하 25 이상 15 이상 40 이상 80 이하 4 호 21 이상
3.6 H 말뚝 3.6.1 화학성분 종류의기호 C Si Mn P S SHK 400 (SS400) SHK 400M (SWS400) SHK 490M (SWS490) - - - 0.05 이하 0.05 이하 0.23 이하 2.5 C 이상 0.04 이하 0.04 이하 0.20 이하 0.55 이하 1.50 이하 0.04 이하 0.04 이하 3.6.2 기계적성질 종류의기호 두께 mm 인장강도 N/mm 2 (kg/mm 2 ) 항복점 N/mm 2 (kg/mm 2 ) 연신률 (%) 1A 시험편 SHK 400 (SS400) SHK 400M (SWS400) SHK 490M (SWS490) 16mm 이하 400-510 245(25) 이상 17 이상 16mm 초과 (41-52) 235(24) 이상 21 이상 16mm 이하 400-510 245(25) 이상 18 이상 16mm 초과 (41-52) 235(24) 이상 22 이상 16mm 이하 490-610 325(33) 이상 17 이상 16mm 초과 (50-62) 315(32) 이상 21 이상 3.7 강널말뚝 3.7.1 화학성분 종류의기호 C Si Mn P S Cu SY 300 - - - 0.040 max 0.040 max - SY 400 - - - 0.040 max 0.040 max - 3.7.2 기계적성질 종류의기호 인장강도항복점연신률 N/mm 2 kg/mm 2 N/mm 2 kg/mm 2 (1A호또는 4호시험편 ) (%) SY 295 490 min 50 min 295 min 30 min 17 min SY390 540 min 55 min 390 min 40 min 15 min
3.8 철근 3.8.1 화학성분 종류의기호 C Si Mn P S SR 240 - - - 0.050 이하 0.050 이하 SR 300 - - - 0.050 이하 0.050 이하 SD 300 - - - 0.050 이하 0.050 이하 SD 350 - - - 0.050 이하 0.050 이하 SD 400 - - - 0.050 이하 0.050 이하 SD 500 - - - 0.050 이하 0.050 이하 SD 400W 0.22이하 0.60이하 1.60이하 0.050 이하 0.050 이하 SD 500W 0.22이하 0.60이하 1.60이하 0.050 이하 0.050 이하 3.8.2 기계적성질 180 o 굽힘성종류항복점인장강도연신율인장시험편굽힘기호 N/mm 2 N/mm 2 (%) 안쪽반지름각도 SR240 240 이상 380 이상 2호 20이상 3호 18이상 180o 공칭지름의 1.5배 SR300 300 이상 440이상 2호 18이상지름 16mm이하공칭지름의 1.5배 3호 20이상 180o 지름 16mm초과공칭지름의 2배 2호에준한것 16이상 D16이하공칭지름의 1.5배 SD300 300이상 440이상 3호에준한것 18이상 D16초과공칭지름의 2배 3호에준한것 18이상 D16초과공칭지름의 2배 2호에준한것 18이상 D16이하공칭지름의 1.5배 SD350 350이상 490이상 180 o D16초과 D41이하공칭지름의 2배 3호에준한것 20이상 D51 공칭지름의 2.5배 SD400 2호에준한것 16이상 400이상 560이상 (W) 3호에준한것 18이상 180o 공칭지름의 2.5배 SD500 50~64 63이상 2호에준한것 12이상 D25이하공칭지름의 2.5배 90 o (W) (490~628) (618이상) 3호에준한것 14이상 D25초과공칭지름의 3배
3.9 일반구조용용접경량 H 형강 3.9.1 화학성분 ( 단위 : %) 종류의기호 C P S SWH 400 SWH 400L 0.25 이하 0.050 이하 0.050 이하 3.9.2 기계적성질기호 SWH 400 SWH 400L 인장강도 N/mm 2 (kg/mm 2 ) 400 540 (41 55) 항복점연신율 N/mm 2 (kg/mm 2 ) 강재의두께시험편 % 245 이상 5 이하 5호 21 이상 (25 이상 ) 5 초과하는것 1A호 17 이상 3.10 일반구조용경량형강 3.10.1 화학성분화학성분 % 기호 C P S SSC 41 0.25 이하 0.750 이하 0.050 이하 3.10.2 기계적성질 기호 인장강도 kg/mm 2 (N/mm 2 ) 인장시험 항복점 연신율 kg/mm 2 (N/mm 2 ) 두께 mm 시험편 % SSC 41 41 55 (402 539) 25 이상 (245 이상 ) 5 이하 5 호 21 이상 5 초과 1A 호 17 이상
3.11 일반구조용탄소강관 3.11.1 화학성분 종류의기호 C Si Mn P S SPS 290 - - - 0.050 이하 0.050 이하 SPS 400 0.25 이하 - - 0.040 이하 0.040 이하 SPS 500 0.24 이하 0.35 이하 0.30 1.30 0.040 이하 0.040 이하 SPS 490 0.18 이하 0.55 이하 1.50 이하 0.040 이하 0.040 이하 SPS 540 0.23 이하 0.55 이하 1.50 이하 0.040 이하 0.040 이하 3.11.2 기계적성질 기계적성질 제조법구분 연신율 % 굽힘성 ( " ) 편평성항복점인장강도 11호,12호 5호내측반지름평판간의거리 (H) 또는내력굽힘 N/mm 2 시험편시험편 (D는판의 (D는판의 N/mm 2 각도종방향횡방향바깥지름 ) 바깥지름 ) 이음매없음, 이음매없음, 단접, 전기저항용접, 이음매없음. 단접, 단접, 전기아크용접전기저항용접저항용접 용접부 인장강도 N/mm 2 아크용접 종류의기호 바깥지름 전체 바깥지름 전체 바깥지름 40mm 초과 50mm 이하 전체바깥지름 SPS 290 290 이상 - 30 이상 25 이상 90 o 6D 2 D 3 SPS 400 400 이상 235 이상 23 이상 18 이상 90 o 6D 2 D 3 SPS 500 500 이상 355 이상 15 이상 10 이상 90 o 6D 7 D 8 SPS 490 490 이상 315 이상 23 이상 18 이상 90 o 6D 7 D 8 SPS 540 540 이상 390 이상 20 이상 16 이상 90 o 6D 7 D 8 350mm 초과 290이상 400이상 500이상 490이상 540이상
3.12 일반구조용각형강관 3.12.1 화학성분 종류의기호 화학성분 % C Si Mn P S SPSR 400 0.25 이하 - - 0.040 이하 0.040 이하 SPSR 490 0.18 이하 0.55 이하 1.50 이하 0.040 이하 0.040 이하 3.12.2 기계적성질 인장시험 종류의기호인장강도 N/mm 2 (kg/mm 2 ) 항복점또는내구력 N/mm 2 (kg/mm 2 ) 신장률 (50 시험편 ) (%) SPSR 400 400 (41) 이상 245 (25) 이상 23 이상 SPSR 490 490 (50) 이상 325 (33) 이상 23 이상
4. 외국강재의규격 4.1 강재의규격 Structural steel grades according to the following national and international standards can be supplied: KS D 3503 KS D 3515 JIS G 3101 JIS G 3106 ASTM BS 4360 DIN 17100 EN 10025 40 B RST 37-2 S235 JR 40 C S235 JRG2 S235 JO SS400 SS400 A36 ST44-2 S275 JR SM400A/B SM400 A/B 43 A S275 JO SN400A/B 43 B A572 G42 43 C SS490 SS490 A36/A57250 50 B S355 JR SM490A/B SM490 A/B A572 G50 50 C S355 JO SN490B A992/A992M SM490YA/YB SM520B SM490 YA/YB SM520 B
4.2 강재의규격표기 구분기호 K.S (Korean Industrial Standard) JIS (Japanese Industrial Standard) ASTM (American Society for Testing Materials) BS (British Standard) DIN (Deutsche Industrie Normen) EN (European Standards) SS : 일반구조용압연강재 SM : 용접구조용압연강재 SN : 건축구조용압연강재 400, 490, 540: 인장강도최소치 A,B: 충격치 Y : 항복강도 10% 향상 A : 충격치보증없음 B: 충격치보증 A36 : 구조용강 A572 : Nb-V 고장력강 A992 : 건축구조용강 G42, G50 : 인장강도 BS4360 : 용접구조용강 43,50,55 : 인장강도최소치 A : 충격치보증없음 B : 충격치보증 DIN 17100, EN10025 : 구조용강 235, 275, 355 : 항복강도최소치 (N/mm 2 ) 4.3 JIS 규격 (JIS G 3101, 3106,3136) 4.3.1 화학적성질 Designation Grade Chemical Composition(%) C Si Mn P S Nb V CE N(ppm) JIS G 3101 SS400 0.050max 0.050max SS490 0.050max 0.050max JIS G 3106 SM400A 0.23max C 2.5min 0.035max 0.035max SM400B 0.20max 0.35max 0.60 1.40 0.035max 0.035max SM490A 0.20max 0.55max 1.60max 0.035max 0.035max SM490B 0.18max 7.55max 1.60max 0.035rnax 0.035max SM490YA 0.20max 0.55max 1.60max 0.035max 0.035max SM490YB 0.20max 0.55max 1.60max 0.035max 0.035max SM520B 0.20max 0.55max 1.60max 0.035max 0.035max
종류의기호두께 (mm) C Si Mn P S Ceq* Pcm* A 6 t 100 0.24 이하 - - 0.05 이하 0.05 이하 - - SN400 B 6 t 50 0.20이하 50<t 100 0.22이하 0.35 이하 0.6-1.4 0.03 이하 0.015 이하 0.36 이하 0.26 이하 C 16<t 50 0.20이하 50<t 100 0.22이하 0.35 이하 0.6-1.4 0.02 이하 0.008 이하 0.36 이하 0.26 이하 B 6 t 40 40<t 50 0.18이하 0.44이하 0.55이하 1.60이하 0.03이하 0.015이하 0.29 이하 SN490 C 50<t 100 0.20이하 0.46이하 16 t 40 0.18이하 0.44이하 40<t 50 0.55이하 1.60이하 0.02이하 0.008이하 0.29 이하 50<t 100 0.20 이하 0.46 이하 4.3.2 기계적성질 Tensile Test Bend Test Grade Yield Point or Yield Strength Min. N/mm 2 Tensile Thickness. mm Strength 16 & Over 16 N/mm 2 Over 40 under To 40 incl SS400 245 235 215 400-510 SS490 285 275 255 490-610 Thickness mm Elongation Shapes, flat bars, 5 & under in thickness Shapes, flat bars, over 5 to 16, incl. in thickness Shapes, flat bars, over 16 to 50, inch. in thickness Shapes, flat bars, over 40 in Thickness Shapes, flat bars, 5 & under in thickness Shapes, flat bars, over 5 to 16, incl. in thickness Shapes, flat bars, over 16 to 50, inch. in thickness Shapes, flat bars, over 40 in Thickness Test Piece Min % No.5 21 No.1A 17 No.1A 21 No.4 23 No.5 19 No.1A 15 No.1A 19 No.4 21 Bending Angle Inside Radius of Bending 180 o 1.5 thickness 180 o 2.0 thickness Test Piece No.1 No.1
Tensile Test Impact Test Grade SM 400 A, B SM 490 A, B SM490 YA, YB yield Point Of Yield Strength Min, N/mm 2 Tensile Strength N/mm 2 Thickness mm 16 & Over 16 to Over 100 & under 40 incl. 40 under 245 235 215 400~510 325 315 295 490-610 365 355 335 490-610 Thickness mm Elongation 5 & Under Over 5 to 16 incl. Over 16 to 50 incl. Over 40 5 & Under Over 5 to 16 incl. Over 16 to 50 incl. Over 40 5 & Under Over 5 to 16 incl. Over 16 to 50 incl. Over 40 Test Piece No. 5 No.1A No.1A No. 4 No. 5 No.1A No.1A No. 4 No. 5 No.1A No.1A No. 4 Min % 23 18 22 24 22 17 21 23 9 15 15 21 Grade SM 400A SM 400B SM 400A Tempe rature o C 0 Charpy Absorbed Energy Min. Joule 27 SM 490B 0 27 SM490Y A SM 490YB 0 27 Test Piece No. 4 in ro1led directio n SM 520 B 365 355 335 520-640 5 & Under Over 5 to 16 incl. Over 16 to 50 incl. Over 40 No. 5 No.1A No.1A No. 4 19 15 19 21 SM 520B 0 27 종류의기호 두께인장시험 (N/mm 2 ) 항복비충격시험단면수축율 (%) (mm) 항복점인장강도연신율 (%) (J) 평균최소 A 6<t 16 17이상 235이상 16<t 40 400-510 21이상 - - - - 40<t 100 215 이상 23 이상 SN400 B 6<t 12 235이상 18이상 - - 12<t 16 16<t 40 235-355 400-510 22이상 80이하 27이상 - - 40<t 100 215-335 24 이상 C t=16 18이상 235-355 16<t 40 400-510 22이상 80 이하 27 이상 25 이상 15 이상 40<t 100 215-335 24 이상 B 6<t 12 325이상 17이상 - - 12<t 16 16<t 40 325-445 490-610 21이상 80이하 27이상 - - SN490 40<t 100 295-415 23 이상 C t=16 17이상 325-445 16<t 40 490-610 21이상 80 이하 27 이상 25 이상 15 이상 40<t 100 295-415 23 이상
4.4 ASTM 규격 (ASTM A36, A572, A992) 4.4.1 화학적성질 Designation Grade Chemical Composition(%) C Si Mn P S Nb V ASTM A36 A36 0.26max 0.40max 0.040max 0.050max ASTM A572 Grade 42 0.21max 0.40max 1.35max 0.040max 0.050max 0.005 0.050 0.010 0.15 Grade 50 0.23max 0.40max 1.35max 0.040nax 0.050max 0.005 0.050 0.010 0.15 ASTM A992 A992/A992M 0.23max 0.40max 0.5-1.5 0.035max 0.045max 0.045max 0.11max ASTM A36 /A572G50 A36/ A572G50 0.22max 0.40max 0.5~1.35 0.040max 0.050max 0.005 0.050 0.010 0.15 4.4.2 기계적성질 Tensile Test Designation Grade Yield Point Min. Mpa Tensile Strength MPa Test Piece inch Elongation Min. % ASTM A36 A36 250 400 550 8 20 ASTM A572 Grade 42 290 415min 8 20 Grade 50 345 450min 8 18 A36/A572G50 A36/A572G50 345 450 550 8 20 ASTM A992 A992/A992M 345-450 450min 8 18
4.5 BS 규격 (BS 4360) 4.5.1 화학적성질 Design -ation Grade Chemical Composition(%) C Si Mn P S Nb V CE N (ppm) 40B 0.20max 0.50max 1.50max 0.050max 0.050max 40C 0.18max 0.50max 1.50max 0.050max 0.050max 43A 0.25max 0.50max 1.50max 0.050max 0.050max BS 4360 43B 43C 0.22max 0.18max 0.50max 0.50max 1.50max 1.50max 0.050max 0.050max 0.050max 0.050max 50A 0.23max 0.50max 1.60max 0.050max 0.050max 0.003 ~ 0.1 0.003 0.1 50B 0.20max 0.50max 1.50max 0.050max 0.050max 0.003 0.1 0.003 0.1 50C 0.20max 0.50max 1.50max 0.050max 0.050max 0.003 0.1 0.003 0.1 4.5.2 기계적성질 Grade Thickness mm Yield Point Min, N/mm 2 Tensile Test Tensile strength N/mm 2 Elongation Min. % Impact Test Temperature Min. O C Joule 40B 16 >16, 40 260 245 340 500 22 20 27 40C 16 >16, 40 260 245 340 500 22 0 27 43A 16 > 16, 40 275 265 430 580 20 43B 16 > 16, 40 275 265 430 580 20 20 27 43C 16 >16, 40 275 265 430 580 20 0 27 50A 16 >16, 40 355 345 490 640 18 50B 16 > 16, 40 355 345 490 640 18 20 27 50C 16 >16, 40 355 345 490 640 18 0 27
4.6 유럽및독일규격 (EN 10025, DIN 17100) 4.6.1 화학적성질 Chemical Composition(%) Designation Grade C Si Mn P S Nb V CE N(ppm) " S235JRG2 0.17max 1.40max 0.045max 0.045max 0.35max 90max S275JR 0.21max 1.50max 0.045max 0.045max 0.40max 90max EN 10025 S275JO 0.18max 1.50max 0.040max 0.040max 0.70max 90max S355JR 0.24max 0.55max 1.60max 0.045max 0.0455max 0.45max 90max S355JO 0.20max 0.55max 1.60max 0.040max 0.040max 0.45max 90max DIN 17100 RST37-2 ST44-2 0.17max 0.21max 0.050max 0.050max 0.050max 0.050max 90max 90max 4.6.2 기계적성질 Tensile Test Impact Test Designation Grade Thickness Yield Point Min. N/mm 2 Tensile strength N/mm 2 E1ongation Min. % Temperature o C Min. Joule S235 JRG2 16 > 16, 40 235 225 340 470 26 20 27 S275 JR 16 > 16, 40 275 265 410 560 22 20 27 EN 10025 S275 JO 16 > 16, 270 275 265 410 560 22 0 27 S355 JR 16 > 16, 40 355 345 490 630 22 20 27 S355 JO 16 > 16, 40 355 345 490 630 22 0 27 16 235 RST 37-2 340 470 26 20 27 >16, 40 225 DIN 17100 16 275 ST44-2 410 540 22 20 27 > 16, 40 265 * The impact properties of quality JR products are verified only when specified at the time of the enquiry and order.
5. 1 형강류 5.1.1 H 형강 5. 국내생산제품 공칭치수 mm 표준단면치수 mm 단면적 cm 2 단위중량 kg/m 단면 2 차모멘트 cm 4 단면 2 차반경 cm 단면계수 cm 3 H B t 1 t 2 r A W I x I y i x i y Z x Z y *i b 휨단면성능 cm *i A b f h 소성단면계수 형상계수 Z px Z py f x f y 100x50 100x50 5 7 8 11.85 9.30 180 14.8 3.96 1.12 37.5 5.41 1.31 3.75 44.1 9.52 1.17 1.61 100 100 100 100 6 8 10 21.9 17.2 383 134 4.18 2.47 76.5 26.7 2.73 3.41 87.6 41.2 1.14 1.54 125 125 125 125 6.5 9 10 30.31 23.8 847 293 5.29 3.11 136 47 3.43 3.81 154 71.9 1.13 1.53 150 75 150 75 5 7 8 17.85 14 666 49.5 6.11 1.66 88.8 13.2 1.96 5.60 102 20.8 1.15 1.57 150 100 148 100 6 9 11 26.84 21.1 1,020 151 6.17 2.37 138 30.1 2.68 4.41 157 46.7 1.14 1.55 150 150 150 150 7 10 11 40.14 31.5 1,640 563 6.39 3.75 219 75.1 4.12 4.12 246 115.0 1.12 1.53 200 100 198 99 4.5 7 11 23.18 18.2 1,580 114 8.26 2.21 160 23 2.57 7.33 180 35.7 1.13 1.56 200 100 5.5 8 11 27.16 21.3 1,840 134 8.24 2.22 184 26.8 2.60 2.49 209 41.9 1.14 1.57 200 150 194 150 6 9 13 39.01 30.6 2,690 507 8.3 3.61 277 67.6 4.03 5.79 309 104 1.11 1.53 200 200 250 125 200 200 8 12 13 63.53 49.9 4,720 1,600 8.62 5.02 472 160 5.50 4.59 525 244 1.11 1.52 200 204 12 12 13 71.53 56.2 4,980 1,700 8.35 4.88 498 167 5.53 4.52 565 257 1.14 1.54 208 202 10 16 13 83.69 65.7 6,530 2,200 8.83 5.13 628 218 5.61 3.61 710 332 1.13 1.52 248 124 5 8 12 32.68 25.7 3,540 255 10.4 2.79 285 41.1 3.23 8.07 319 63.6 1.12 1.55 250 125 6 9 12 37.66 29.6 4,050 294 10.4 2.79 324 47 3.26 7.24 366 73.1 1.13 1.55 250 175 244 175 7 11 16 56.24 44.1 6,120 984 10.4 4.18 502 113 4.68 5.94 558 173 1.11 1.54 250 250 300 150 300 200 300 300 350 175 340 250 244 252 11 11 16 82.06 64.4 8,790 2,940 10.3 5.98 720 233 6.76 5.95 805 358 1.12 1.54 248 249 8 13 16 84.7 66.5 9,930 3,350 10.8 6.29 801 269 6.84 5.24 883 408 1.10 1.52 250 250 9 14 16 92.18 72.4 10,800 3,650 10.8 6.29 867 292 6.87 4.91 960 444 1.11 1.52 250 255 14 14 16 104.7 82.2 11,500 3,880 10.5 6.09 919 304 6.90 4.83 1040 468 1.13 1.54 298 149 5.5 8 13 40.8 32 6,320 442 12.4 3.29 424 59.3 3.84 9.61 475 91.8 1.12 1.55 300 150 6.5 9 13 46.78 36.7 7,210 508 12.4 3.29 481 67.7 3.87 8.61 542 105 1.13 1.55 294 200 8 12 18 72.38 56.8 11,300 1,600 12.5 4.71 771 160 5.32 6.51 859 247 1.11 1.54 298 201 9 14 18 83.36 65.4 13,300 1,900 12.6 4.77 893 189 5.38 5.7 1000 291 1.12 1.54 294 302 12 12 18 107.7 84.5 16,900 5,520 12.5 7.16 1,150 365 8.09 6.57 1280 560 1.11 1.53 298 299 9 14 18 110.8 87 18,800 6,240 13 7.5 1,270 417 8.19 5.83 1389 634 1.09 1.52 300 300 10 15 18 119.8 94 20,400 6,750 13.1 7.51 1,360 450 8.23 5.48 1500 684 1.10 1.52 300 305 15 15 18 134.8 106 21,500 7,100 12.6 7.26 1,440 466 8.23 5.40 1610 716 1.12 1.54 304 301 11 17 18 134.8 106 23,400 7,730 13.2 7.57 1,540 514 8.29 4.92 1705 781 1.11 1.52 310 305 15 20 18 165.3 130 28,150 9,460 13.2 7.6 1,810 620 8.39 4.26 2079 949 1.15 1.53 310 310 20 20 18 180.8 142 29,390 9,940 12.8 7.5 1,890 642 8.44 4.22 2199 992 116 1.55 346 174 6 9 14 52.68 41.4 11,100 792 14.5 3.88 641 91 4.51 9.97 716 140 1.12 1.54 350 175 7 11 14 63.14 49.6 13,600 984 14.7 3.95 775 112 4.58 8.33 868 174 1.12 1.54 354 176 8 13 14 73.68 57.8 16,100 1,180 14.8 4.01 909 134 4.65 7.19 1022 208 1.12 1.55 336 249 8 12 20 88.15 69.2 18,500 3,090 14.5 5.92 1,100 248 6.71 6.52 1215 380 1.10 1.53 340 250 9 14 20 101.5 79.7 21,700 3,650 14.6 6 1,280 292 6.71 6.52 1410 447 1.11 1.53
공칭치수 mm 350 350 400 200 400 300 400 400 450 200 450 300 500 200 500 300 600 200 600 300 700 300 800 300 표준단면치수 mm 단면적 cm 2 단위중량 kg/m 단면 2 차모멘트 cm 4 단면 2 차반경 cm 단면계수 cm 3 H B t 1 t 2 r A W I x I y i x i y Z x Z y *i b cm 휨단면성능 * i A b f h 소성단면계수 cm 3 형상계수 Z px Z py f x f y 338 351 13 13 20 135.3 106 28,200 9,380 14.4 8.33 1,670 534 9.42 6.97 1851 872 1.11 1.53 344 348 10 16 20 146 115 33,300 11,200 15.1 8.78 1,940 646 9.56 5.91 2120 980 1.10 1.52 344 354 16 16 20 166.6 131 35,300 11,800 14.6 8.43 2,050 669 9.54 5.80 2247 1023 1.10 1.53 350 350 12 19 20 173.9 137 40,300 13,600 15.2 8.84 2,300 776 9.65 5.08 2550 1180 1.11 1.52 350 357 19 19 20 191.4 156 42,800 14,400 14.7 8.53 2,450 809 9.56 4.94 2760 1244 1.13 1.54 396 199 7 11 16 72.16 56.6 20,000 1,450 16.7 4.48 1,010 145 5.19 9.39 1130 224 1.12 1.54 400 200 8 13 16 84.12 66 23,700 1,740 16.8 4.54 1,190 174 5.26 8.09 1330 268 1.12 1.54 404 201 9 15 16 96.16 75.5 27,500 2,030 16.9 4.6 1,360 202 5.32 7.12 1528 312 1.12 1.55 386 299 9 14 22 120.1 94.3 33,700 6,240 16.7 7.81 1,740 418 8.02 7.4 1918 637 1.10 1.52 390 300 10 16 22 136 107 38,700 7,210 16.9 7.28 1,980 481 8.09 6.58 2190 733 1.10 1.53 388 402 15 15 22 178.5 140 49,000 16,300 16.6 9.54 2,520 809 10.80 6.94 2800 1240 1.11 1.53 394 398 11 18 22 186.8 147 56,100 18,900 17.3 10.1 2,850 951 10.90 6.02 3120 1440 1.19 1.52 394 405 18 18 22 214.4 168 59,700 20,000 16.7 9.65 3,030 985 10.85 5.87 3390 1511 1.12 1.53 400 400 13 21 22 218.7 172 66,600 22,400 17.5 10.1 3,330 1,120 11.00 5.25 3670 1700 1.10 1.52 400 408 21 21 22 250.7 197 70,900 23,800 16.8 9.75 3,540 1,170 11.10 5.16 3990 1790 1.13 1.54 406 403 16 24 22 254.9 200 78,000 26,200 17.5 10.1 3,840 1,300 11.04 4.63 4280 1977 1.11 1.52 414 405 18 28 22 295.4 232 92,800 31,000 17.7 10.2 4,480 1,530 11.20 4.10 5030 2330 1.12 1.52 428 407 20 35 22 360.7 283 119,000 39,400 18.2 10.4 5,570 1,930 11.40 3.42 6310 2940 1.13 1.52 * 458 417 30 50 22 528.6 415 187,000 60,500 18.8 10.7 8,170 2,900 11.80 2.58 9540 4440 1.17 1.53 * 498 432 45 70 22 770.1 605 298,000 94,000 19.7 11.1 13,000 4,370 12.30 2.03 14500 6720 1.21 1.54 446 199 8 12 18 84.3 66.2 28,700 1,580 18.5 4.33 1,290 159 5.11 9.54 1450 247 1.13 1.55 450 200 9 14 18 96.76 76 33,500 1,870 18.6 4.4 1,490 187 5.18 8.32 1680 291 1.13 1.55 434 299 10 15 24 135 106 46,800 6,690 18.6 7.04 2,160 448 7.94 7.68 2384 686 1.1 1.53 440 300 11 18 24 157.4 124 56,100 8,110 18.9 7.18 2,550 541 8.05 6.56 2820 828 1.11 1.53 496 199 9 14 20 101.3 79.5 41,900 1,840 20.3 4.27 1,690 185 5.08 9.04 1910 290 1.13 1.56 500 200 10 16 20 114.2 89.6 47,800 2,140 20.5 4.33 1,910 214 5.14 8.03 2180 335 1.14 1.56 506 201 11 19 20 131.3 103 56,500 2,580 20.7 4.43 2,230 254 5.23 6.93 2540 401 1.14 1.56 482 300 11 15 26 145.5 114 60,400 6,760 20.4 6.82 2,500 451 7.83 8.39 2790 695 1.11 1.54 488 300 11 18 26 163.5 128 71,000 8,110 20.8 7.04 2,910 541 7.97 7.20 3230 830 1.11 1.53 596 199 10 15 22 120.5 94.6 68,700 1,980 23.9 4.05 2,310 199 4.95 9.88 2650 315 1.15 1.58 600 200 11 17 22 134.4 106 77,600 2,280 24 4.12 2,590 228 5.01 8.85 2980 361 1.15 1.59 606 201 12 20 22 152.5 120 90,400 2,720 24.3 4.22 2,980 271 5.11 7.70 3430 429 1.15 1.58 612 202 13 23 22 170.7 134 103,000 3,180 24.6 4.31 3,380 314 5.19 6.84 3893 498 1.15 1.59 582 300 12 17 28 174.5 137 103,000 7,670 24.3 6.63 3,530 511 7.74 8.83 3960 793 1.12 1.55 588 300 12 20 28 192.5 151 118,000 9,020 24.8 6.85 4,020 601 7.87 7.71 4490 928 1.12 1.54 594 302 14 23 28 222.4 175 137,000 10,600 24.9 6.9 4,620 701 7.96 6.81 5200 1080 1.12 1.55 692 300 13 20 28 211.5 166 172,000 9,020 28.6 6.53 4,980 602 7.71 8.90 5630 936 1.13 1.56 700 300 13 24 28 235.5 185 201,000 10,800 29.3 6.78 5,760 722 7.86 7.65 6460 1120 1.12 1.55 708 302 15 28 28 273.6 215 237,000 12,900 29.4 6.86 6,700 853 7.95 6.65 7559 1323 1.13 1.55 792 300 14 22 28 243.4 191 254,000 9,930 32.3 6.39 6,410 662 7.65 9.18 7290 1040 1.14 1.56 800 300 14 26 28 267.4 210 292,000 11,700 33 6.62 7,290 782 7.80 8.00 8240 1220 1.13 1.55 808 302 16 30 28 307.6 241 339,000 13,800 33.2 6.7 8,400 915 7.86 7.01 9534 1426 1.14 1.56 *890 299 15 23 18 266.8 210 339,000 10,300 35.6 6.2 7,610 687 7.51 9.72 8910 1080 1.15 1.58 *900 300 16 28 18 305.8 240 404,000 12,600 36.4 6.43 8,990 842 7.68 8.23 10500 1320 1.14 1.57 900 300 *912 302 18 34 18 360.1 283 491,000 15,700 36.9 6.56 10,800 1,040 7.84 6.96 12500 1630 1.15 1.57 *918 303 19 37 18 387.4 304 535,000 17,200 37.2 6.67 11,700 1,140 7.80 6.39 13377 1778 1.14 1.56 * 주문판매
5.1.2 CT 형강 공칭치수 mm 높이 (H) 두께폭 (B) 웨브플랜지 t 1 t 2 코너반경 (r) 단면적 (A) 단면 2 차모멘트 단면 2 차반경 중심위치 단위 단면계수 중량 (W) I x I y i x i y Z x Z y C x mm mm mm mm mm cm 2 kg/m cm 4 cm 4 cm cm cm 3 cm 3 cm 50 100 50 100 6 8 10 10.95 8.6 16.1 66.9 1.21 2.47 4.03 13.4 1 62.5 125 62.5 125 6.5 9 10 15.16 11.9 35 147 1.52 3.11 6.91 23.5 1.19 75 75 75 75 5 7 8 8.925 7.01 42.6 24.7 2.18 1.66 7.46 6.59 1.79 75 100 75 100 6 9 11 13.42 10.5 51.7 75.3 1.96 2.37 8.84 15.1 1.55 75 150 75 150 7 10 11 20.07 15.8 66.4 282 1.82 3.75 10.8 37.6 1.37 100 100 100 100 5.5 8 11 13.58 10.7 114 67 2.9 2.22 14.8 13.4 2.29 100 150 97 150 6 9 13 19.51 15.3 125 254 2.53 3.61 15.8 33.8 1.79 100 200 125 125 100 200 8 12 13 31.77 24.9 184 801 2.41 5.02 22.3 80.1 1.73 100 204 12 12 13 35.77 28.1 256 851 2.67 4.88 32.4 83.4 2.09 104 202 10 16 13 41.85 32.8 251 1,100 2.45 5.13 29.5 109 1.91 124 124 5 8 12 16.34 12.8 208 127 3.57 2.79 21.3 20.5 2.63 125 125 6 9 12 18.83 14.8 248 147 3.63 2.79 25.6 23.5 2.78 125 175 122 175 7 11 16 28.12 22.1 289 492 3.2 4.18 29.1 56.3 2.27 125 250 150 150 150 200 150 300 175 175 175 250 175 350 122 252 11 11 16 41.03 32.2 445 1,470 3.29 5.98 45.3 117 2.39 124 249 8 13 16 42.35 33.2 364 1,670 2.93 6.29 34.9 134 1.98 125 250 9 14 16 46.06 36.2 412 1,820 2.99 6.29 39.5 146 2.08 125 255 14 14 16 52.34 41.1 589 1,940 3.36 6.09 59.4 152 2.58 149 149 5.5 8 13 20.4 16 393 221 4.39 3.29 33.8 29.7 3.26 150 150 6.5 9 13 23.39 18.4 464 254 4.45 3.29 40 33.8 3.41 147 200 8 12 18 36.19 28.4 572 802 3.97 4.71 48.2 80.2 2.83 149 201 9 14 18 41.68 32.7 662 949 3.99 4.71 55.2 94.4 2.91 147 302 12 12 18 53.83 42.3 858 2,760 3.99 7.16 72.3 183 2.84 149 299 9 14 18 55.4 43.5 715 3,120 3.59 7.51 57 209 2.36 150 300 10 15 18 59.89 47 798 3,380 3.65 7.51 63.7 225 2.47 150 305 15 15 18 67.39 52.9 1,110 3,550 4.05 7.26 92.5 233 3.03 152 301 11 17 18 67.41 52.9 903 3,870 3.66 7.57 71.4 257 2.55 173 174 6 9 14 26.34 20.7 679 396 5.08 3.88 50 45.5 3.71 175 175 7 11 14 31.57 24.8 815 492 5.08 3.95 59.3 56.2 3.75 168 249 8 12 20 44.08 34.6 881 1,540 4.47 5.92 64 124 3.02 170 250 9 14 20 50.76 39.8 1,020 1,830 4.48 6 73.1 146 3.09 172 348 10 16 20 73 57.3 1,230 5,620 4.11 8.78 84.7 323 2.67 172 354 16 16 20 83.32 65.4 1,800 5,920 4.65 8.43 131 335 3.4 175 350 12 19 20 86.94 68.2 1,520 6,790 4.18 8.84 104 388 2.86 175 357 19 19 20 99.19 77.9 2,200 7,220 4.71 8.53 158 404 3.59
공칭치수 mm 높이 (H) 두께폭 (B) 웨브플랜지 t 1 t 2 코너 반경 (r) 단면적 (A) 단면단면중심단위단면계수 2차모멘트 2차반경위치중량 (W) I x I y i x i y Z x Z y C x mm mm mm mm mm cm 2 kg/m cm 4 cm 4 cm cm cm 3 cm 3 cm 175 350 169 351 13 13 20 67.63 53.1 1,420 4,690 4.59 8.33 104 267 3.21 200 200 198 199 7 11 16 36.08 28.3 1,190 723 5.76 4.48 76.4 72.7 4.17 200 200 8 13 16 42.06 33 1,400 868 5.76 4.54 88.6 86.8 4.23 200 300 193 299 9 14 22 60.05 47.1 1,530 3,120 5.04 7.21 95.5 209 3.33 195 300 10 16 22 67.98 53.4 1,730 3,600 5.05 7.28 108 240 3.41 249 432 45 70 22 385 302 13,200 47,100 5.87 11.1 706 2,180 6.13 229 417 30 50 22 264.3 207 7,470 30,200 5.32 10.7 414 1,450 4.85 214 407 20 35 22 180.3 142 4,380 19,700 4.93 10.4 250 967 3.9 207 405 18 28 22 147.7 116 3,360 15,500 4.95 10.2 213 766 3.68 200 400 203 403 16 24 22 127.4 100 3,090 13,100 4.92 10 184 650 3.51 200 408 21 21 22 125.3 98.4 3,650 11,900 5.4 9.75 229 584 4.07 200 400 13 21 22 109.3 85.8 2,480 11,200 4.76 10.1 147 560 3.21 197 405 18 18 22 107.2 84.1 3,050 9,980 5.34 9.65 193 493 3.89 197 398 11 18 22 93.41 73.3 2,050 9,460 4.68 10.1 123 475 3.01 194 402 15 15 22 89.23 70 2,480 8,130 5.27 9.54 158 404 3.7 225 200 223 199 8 12 18 42.15 33.1 1,880 790 6.67 4.33 109 79.4 5.1 225 200 9 14 18 43.38 38 2,160 936 6.68 4.4 124 93.6 5.15 225 300 217 299 10 15 24 67.52 53 2,350 3,350 5.89 7.04 133 224 4.04 220 300 11 18 24 78.69 61.8 2,680 4,060 5.84 7.68 149 270 4.05 248 199 9 14 20 50.64 39.7 2,840 922 7.49 4.27 150 92.6 5.9 250 200 250 200 10 16 20 57.12 44.8 3,210 1,070 7.5 4.33 169 107 5.96 253 201 11 19 20 65.65 51.5 3,670 1,290 7.48 4.33 190 128 5.95 250 300 241 300 11 15 26 72.76 57.1 3,420 3,380 6.85 6.82 178 225 4.92 244 300 11 18 26 81.76 64.2 3,620 4,060 6.66 7.07 184 270 4.66 298 199 10 15 22 60.23 47.3 5,190 989 9.29 4.05 236 99.4 7.79 300 200 300 200 11 17 22 67.21 52.8 5,810 1,140 9.3 4.12 262 114 7.84 303 201 12 20 22 76.24 59.8 6,570 1,360 9.28 4.22 292 135 7.79 306 202 13 23 22 85.33 67 7,340 1,590 9.27 4.31 322 157 7.79 291 300 12 17 28 87.24 68 6,360 3,830 8.54 6.63 280 256 6.39 300 300 294 300 12 20 28 96.24 75.6 6,170 4,510 8.35 6.85 288 301 6.08 297 302 14 23 28 111.2 87.3 7,910 5,290 8.44 6.9 339 350 6.33 354 302 15 28 28 136.8 107 14,200 6,440 10.2 6.86 513 426 7.78 350 300 350 300 13 24 28 117.7 92.4 12,000 5,410 10.1 6.78 438 361 7.55 346 300 13 20 28 105.7 83 11,300 4,510 10.3 6.53 425 301 7.99 396 300 14 22 28 121.7 95.6 17,700 4,960 12.1 6.38 593 331 9.66 400 300 400 300 14 26 28 133.7 105 18,800 6,860 11.9 6.62 610 391 9.18 404 302 16 30 28 153.8 121 21,900 6,900 11.9 6.70 705 457 9.41
5.1.3 등변ㄱ형강 공칭칫수 (mm) 단위중심의표준단면칫수단면적단면2차모멘트 (mm) (cm 2 중량위치 ) ( cm 4 ) (kg/m) (cm) max. H B t r 1 r 2 A W C x =C y I x =I y min I v I u i x =i y 단면 2 차반경 (cm) max. i u min i v 단면계수 (cm 3 ) 25 25 25 25 3 4 2 1.427 1.12 0.719 0.797 1.26 0.332 0.747 0.94 0.483 0.448 30 30 30 30 3 4 2 1.727 1.36 0.844 1.42 2.26 0.59 0.908 1.14 0.585 0.661 40 40 40 40 5 4.5 3 3.755 2.95 1.17 5.42 8.59 2.25 1.2 1.51 0.774 1.91 45 45 50 50 60 60 65 65 45 45 4 6.5 3 3.492 2.74 1.24 6.5 10.3 2.69 1.36 1.72 0.88 2 45 45 5 6.5 3 4.302 3.38 1.28 7.91 12.5 3.29 1.36 1.71 0.874 2.46 50 50 4 6.5 3 3.892 3.06 1.37 9.06 14.4 3.76 1.53 1.92 0.983 2.49 50 50 5 6.5 3 4.082 3.77 1.41 11.1 17.5 4.58 1.52 1.91 0.976 3.08 50 50 6 6.5 4.5 5.644 4.43 1.44 12.6 20 5.23 1.5 1.88 0.963 3.55 60 60 4 6.5 3 4.692 3.68 1.61 16 25.4 6.62 1.85 2.33 1.19 3.66 60 60 5 6.5 3 5.802 4.55 1.66 19.6 31.2 8.09 1.84 2.32 1.18 4.52 60 60 6 6.5 4.5 6.844 5.37 1.69 22.6 35.9 9.3 1.82 2.29 1.17 5.24 65 65 5 8.5 3 6.367 5 1.77 25.3 40.1 10.5 1.99 2.51 1.28 5.36 65 65 6 8.5 4 7.527 5.91 1.81 29.4 46.6 12.2 1.98 2.49 1.27 6.26 65 65 8 8.5 6 9.761 7.66 1.88 36.8 58.3 15.3 1.94 2.44 1.25 7.96 70 70 70 70 6 8.5 4 8.127 6.38 1.93 37.1 58.9 15.3 2.14 2.69 1.37 7.33 75 75 80 80 90 90 100 100 75 75 6 8.5 4 8.727 6.85 2.06 46.1 73.2 19 2.3 2.9 1.48 8.47 75 75 9 8.5 6 12.69 9.96 2.17 64.4 102 26.7 2.25 2.84 1.45 12.1 75 75 12 8.5 6 16.56 13 2.29 81.9 129 34.5 2.22 2.79 1.44 15.7 80 80 6 8.5 4 9.327 7.32 2.18 56.4 89.6 23.2 2.46 3.1 1.58 9.7 Z x =Z y 80 80 7 8.5 4 10.797 8.48 2.23 64.2 102.4 26.8 2.44 3.08 1.58 11.12 90 90 6 10 5 10.55 8.28 2.42 80.7 128 33.4 2.77 3.48 1.78 12.3 90 90 7 10 5 12.22 9.59 2.46 93 148 38.3 2.76 3.48 1.77 14.2 90 90 8 10 7 13.764 10.8 2.5 104 165 42.8 2.74 3.46 1.76 16 90 90 9 10 7 15.394 12.08 2.54 114 182 47.3 2.72 3.44 1.75 17.65 90 90 10 10 7 17 13.3 2.57 125 199 51.7 2.71 3.42 1.74 19.5 90 90 13 10 7 21.71 17 2.69 156 248 65.3 2.68 3.38 1.73 24.8 100 100 7 10 5 13.62 10.7 2.71 129 205 53.2 3.08 3.88 1.98 17.7 100 100 8 10 8 15.36 12.06 2.75 144 229 59.4 3.06 3.86 1.97 19.86 100 100 10 10 7 19 14.9 2.82 175 278 72 3.04 3.83 1.95 24.4 100 100 13 10 7 24.31 19.1 2.94 220 348 91.1 3 3.78 1.94 31.1 120 120 120 120 8 12 5 18.76 14.7 3.24 258 410 106 3.71 4.67 2.38 29.5 130 130 150 150 130 130 9 12 6 22.74 17.9 3.53 366 583 150 4.01 5.06 2.57 38.7 130 130 10 12 6 25.16 19.75 3.57 403 641 165 4 5.05 2.56 42.8 130 130 12 12 8.5 29.76 23.4 3.64 467 743 192 3.96 5 2.54 49.9 130 130 15 12 8.5 36.75 28.8 3.76 568 902 234 3.93 4.95 2.53 61.5 150 150 10 14 7 29.21 22.9 4.06 627 997 258 4.63 5.84 2.97 57.3 150 150 12 14 7 34.77 27.3 4.14 740 1180 304 4.61 5.82 2.96 68 150 150 15 14 10 42.74 33.6 4.24 888 1140 365 4.56 5.75 2.92 82.6 150 150 19 14 10 53.38 41.9 4.4 1009 1730 451 4.52 5.69 2.91 103
공칭칫수 (mm) 단위중심의표준단면칫수단면적단면2차모멘트중량위치 (mm) (cm²) ( cm 4 ) (kg/m) (cm) max. H B t r 1 r 2 A W C x =C y I x =I y min I v I u i x =i y 단면 2 차반경 (cm) max. i u min i v 단면계수 (cm 3 ) 175 175 12 15 11 40.52 31.8 4.73 1170 1860 480 5.38 6.78 3.44 91.8 175 175 175 175 15 15 11 50.21 39.4 4.85 1440 2290 589 5.35 6.75 3.42 114 200 200 200 200 15 17 12 57.75 45.3 5.46 2180 3470 891 6.14 7.75 3.93 150 200 200 20 17 12 76 59.7 5.67 2820 4490 1160 6.09 7.68 3.9 197 200 200 25 17 12 93.75 73.6 5.86 3420 5420 1410 6.04 7.61 3.88 242 250 250 25 24 12 119.4 93.7 7.1 6950 11100 2860 7.63 9.62 4.9 388 250 250 250 250 35 24 18 162.6 128 7.45 9110 14400 3790 7.49 9.42 4.83 519 Z x =Z y 5.1.4 부등변ㄱ형강 공칭칫수 (mm) 표준단면칫수 (mm) 단면적 (cm 2 ) 단위중량 (kg/m) 중심의위치 (cm) 단면 2 차모멘트 (cm 4 ) H B t r 1 r 2 A W C x C y I x I y max. I u 단면 2 차반경 (cm) min I v i x i y max i u min i v tanα 단면계수 (cm 3 ) 100 75 7 10 5 11.87 9.32 3.06 1.83 118 56.9 144 30.8 3.15 2.19 3.49 1.61 0.548 17 10 100 75 100 75 10 10 7 16.5 13 3.17 1.94 159 76.1 194 41.3 3.11 2.15 3.43 1.58 0.543 23.3 13.7 125 75 7 10 5 13.62 10.7 4.1 1.64 219 60.4 243 36.4 4.01 2.11 4.23 1.64 0.362 26.1 10.3 125 75 125 75 10 10 7 19 14.9 4.22 1.75 299 80.9 330 49 3.96 2.06 4.17 1.61 0.357 36.1 14.1 125 75 13 10 7 24.31 19.1 4.35 1.87 376 101 415 61.9 3.93 2.04 4.13 1.6 0.352 46.1 17.9 150 90 9 12 6 20.94 16.4 4.95 1.99 485 133 537 80.4 4.81 2.52 5.06 1.96 0.361 48.2 19 150 90 150 90 2 12 8.5 27.36 215 5.07 2.01 619 167 685 102 4.76 2.47 5 1.93 0.357 62.3 24.3 Z x Z y 5.1.5 부등변부등후ㄱ형강 공칭칫수 (mm) 표준단면칫수 (mm) 단면적 (cm 2 ) 단위중량 (kg/m ) 중심의위치 (cm) 단면 2 차모멘트 (cm 4 ) H B t 1 t 2 r 1 r 2 A W C x C y I x I y max. min I v i x i y 단면 2 차반경 (cm) 단면계수 (cm 3 ) I u i u i v Z x Z y 200 90 200 90 9 14 14 7 29.66 23.3 6.36 2.15 1210 200 1290 125 6.39 2.6 6.58 2.05 0.263 88.7 29.2 250 90 300 90 250 90 10 15 17 8.5 37.47 29.4 8.61 1.92 2440 223 2520 147 8.08 2.44 8.2 1.98 0.182 149 31.5 250 90 12 16 17 8.5 42.95 33.7 8.99 1.89 2790 238 2870 160 8.07 2.35 8.18 1.93 0.173 174 33.5 300 90 11 16 19 9.5 46.22 36.3 11 1.76 4370 245 4440 168 9.72 2.3 9.8 1.9 0.136 229 33.8 300 90 13 17 19 9.5 52.67 41.3 11.3 1.75 4940 259 5020 181 9.68 2.22 9.76 1.85 0.128 264 35.8 350 100 350 100 12 17 22 11 57.74 45.3 13 1.87 7440 362 7550 251 11.3 2.5 11.4 2.08 0.124 338 44.5 400 100 400 100 13 18 24 12 68.59 53.8 15.4 1.77 11500 388 11600 277 12.9 2.38 13 2.01 0.0996 467 47.1 450 125 450 125 11.5 18 24 12 73.11 57.4 16.2 2.29 15700 768 16000 525 14.7 3.24 14.8 2.68 0.126 547 75.2 max min tanα
5.1.6 ㄷ형강 중심의단면단면표준단면칫수단면적단위중량단면계수위치 2차모멘트 2차반경 (mm) (cm 2 ) (kg/m) (cm 3 ) (cm) (cm 4 ) (cm) H B t 1 t 2 r 1 r 2 A W C x C y I x I y i x i y Z x Z y 75 40 5 7 8 4 8.818 6.92 0 1.28 75.3 12.2 2.92 1.17 20.1 4.47 100 50 5 7.5 8 4 11.92 9.36 0 1.54 188 26 3.97 1.48 37.6 7.52 125 65 6 8 8 4 17.11 13.4 0 1.9 424 61.8 4.98 1.9 67.8 13.4 150 75 6.5 10 10 5 23.71 18.6 0 2.28 861 117 6.03 2.22 115 22.4 200 80 7.5 11 12 6 31.33 24.6 0 2.21 1.95 168 7.88 2.32 195 29.1 200 90 8 13.5 14 7 38.65 30.3 0 2.74 2.49 277 8.02 2.68 249 44.2 250 90 9 13 14 7 44.07 34.6 0 2.4 4.18 294 9.74 2.58 334 44.5 300 90 9 13 14 7 48.57 38.1 0 2.22 6.44 309 11.5 2.52 429 45.7 380 100 10.5 16 18 9 69.69 54.5 0 2.41 14.5 535 14.5 2.78 763 70.5 380 100 13 20 24 12 85.71 67.3 0 2.54 17.6 655 14.3 2.76 926 87.8 5.1.7 I 형강 표준단면칫수 (mm) 단면적 (cm 2 ) 단위중량 (kg/m) 중심의 위치 (cm) 단면 2 차모멘트 (cm 4 ) 단면 2 차반경 (cm) 단면계수 (cm 3 ) H B t 1 t 2 r 1 r 2 A W C x C y I x I y i x i y Z x Z y 125 75 5.5 9.5 9 4.5 20.45 16.1 0 0 538 57.5 5.13 1.68 86 15.3 150 75 5.5 9.5 9 4.5 21.83 17.1 0 0 819 57.5 6.12 1.62 109 15.3 200 100 7 10 10 5 33.06 26 0 0 2170 138 8.11 2.05 217 27.7 250 125 7.5 12.5 12 6 48.79 38.3 0 0 5180 337 10.3 2.63 414 53.9 300 150 10 18.5 19 9.5 83.47 65.5 0 0 12700 886 12.3 3.26 849 118 300 150 11.5 22 23 11.5 97.88 76.8 0 0 14700 1080 12.2 3.32 978 149 350 150 9 15 13 6.5 74.58 58.5 0 0 15200 702 14.3 3.17 870 93.5 350 150 12 24 25 12.5 111.1 87.2 0 0 22400 1180 14.2 3.26 1280 158 400 150 10 18 17 8.5 91.73 72 0 0 24100 864 16.2 3.07 1200 115 400 150 12.5 25 27 13.5 122.1 95.8 0 0 31700 1240 16.1 3.18 1580 165 450 175 11 20 19 9.5 116.8 91.7 0 0 39200 1510 18.3 3.6 1740 173 400 175 13 26 27 13.5 146.1 115 0 0 48800 2020 18.3 3.72 2170 231 600 190 13 25 25 12.5 169.4 133 0 0 98400 2460 24.1 3.81 3280 259 600 190 16 35 38 19 224.5 176 0 0 130000 3540 24.1 3.97 4330 373
5.1.8 H 말뚝 공칭칫수 mm 표준단면칫수 mm 단면적 cm 2 단위 중량 kg/m 단면 2 차모멘트 cm 4 단면 2 차 반경 cm 단면계수 cm 3 표면적 m 2 /m H B t 1 t 2 r A W I x I y i x i y Z x Z y 200 200 200 204 12 12 13 71.53 56.2 4,980 1,700 8.35 4.88 498 167 1.17 250 250 300 300 244 252 11 11 16 82.06 64.4 8,790 2,940 10.3 5.98 720 233 1.45 250 255 14 14 16 104.7 82.2 11,500 3,880 10.5 6.09 919 304 1.46 294 302 12 12 18 107.7 84.5 16,900 5,520 12.5 7.16 1,150 365 1.74 300 300 10 15 18 119.8 94.0 20,400 6,750 13.1 7.51 1,360 450 1.75 300 305 15 15 18 134.8 106 21,500 7,100 12.6 7.26 1,440 466 1.76 338 351 13 13 20 135.3 106 28,200 9,380 14.4 8.33 1,670 534 2.02 350 350 344 354 16 16 20 166.6 131 35,300 1,800 14.6 8.43 2,050 669 2.04 350 350 12 19 20 173.9 137 40,300 13,600 15.2 8.84 2,300 776 2.04 350 357 19 19 20 198.4 156 42,800 14,400 14.7 8.53 2,450 809 2.06 388 402 15 15 22 178.5 140 49,000 16,300 16.6 9.54 2,520 809 2.32 394 405 18 18 22 214.4 168 59,700 20,000 16.7 9.65 3,030 985 2.33 400 400 400 400 13 21 22 218.7 172 66,600 22,400 17.5 10.1 3,330 1,120 2.34 400 408 21 21 22 250.7 197 70,900 23,800 16.8 9.75 3,540 1,170 2.35 414 405 18 28 22 295.4 232 92,800 31,000 17.7 10.2 4,480 1,530 2.38 428 407 20 35 22 360.7 283 119,000 39,400 18.2 10.4 5,570 1,930 2.41 5.1.9 강널말뚝 표준단면칫수 단면적 단위중량 단면2차모멘트 단면계수 Section W H t Per Pile Per Pile Per Wall Per Wall Per Wall Per Pile Per Pile Width Width Width mm mm mm cm 2 kg/m kg/m 2 cm 4 cm 4 /m cm 3 cm 3 /m SP-Ⅱ 400 100 10.5 61.2 48 120 1,240 8,740 152 874 SP-Ⅲ 400 125 13 76.4 60 150 2,220 16,800 223 1,340 SP-Ⅲ A (E) 400 150 13.1 74.4 58.4 146 2790 22,600 250 1,520 SP-Ⅲ A (D) 400 150 13.0 76.4 60.0 150 3060 22,800 278 1,510 SP-Ⅳ 400 170 15.5 96.9 76.1 190 4670 38,600 362 2,270 SP-Ⅴ L 500 200 24.3 133.8 105 210 7,960 63,000 520 3,150 SP-Ⅱw 600 130 10.3 78.7 61.8 103 2,110 13,000 203 1,000 SP-Ⅲw 600 180 13.4 103.9 81.6 136 5,220 32,400 376 1,800 SP-Ⅳw 600 210 18.0 135.3 106.0 177 8,630 56,700 539 2,700
5.1.10. 용접경량 H 형강 전단면의단면계수 표준단면치수 (mm) 단면적단위중량 단면2차모멘트 단면2차반경 단면계수 I x I y i x i y Z x Z y H B t 1 t 2 cm 2 kg/m cm 4 cm 4 cm cm cm 3 cm 3 100 75 3.2 4.5 9.66 7.6 174 31.7 4.24 1.81 34.8 8.5 3.2 4.5 11.91 9.3 225 75 4.35 2.51 45 15 100 100 6.0 8.0 21.04 16.5 369 133.3 4.34 2.52 73.8 26.7 6.0 9.0 22.92 18.0 401 150 4.18 2.56 83 30 125 75 3.2 4.5 10.46 8.2 287 31.7 5.24 1.74 46 8.5 125 100 3.2 4.5 12.71 10.0 368 75 5.38 2.43 59 15 125 125 150 75 150 100 6.0 9.0 28.92 22.6 820 293 5.24 3.18 131 47 6.5 9.0 29.46 23.1 825 293 5.29 3.15 132 47 *3.2 4.5 11.26 8.8 432 31.7 6.19 1.68 57.6 8.5 3.2 6.0 13.42 10.5 537 42.2 6.33 1.77 71.6 11.3 5.0 7.0 17.30 13.6 642 49.5 6.09 1.69 85.6 13.2 *3.2 4.5 13.51 10.6 551 75.0 6.39 2.36 73.5 15.0 3.2 6.0 16.42 12.9 693 100.0 6.49 2.47 92.3 20.0 6.0 9.0 25.92 20.3 1,011 151 6.25 2.41 138 30.1 3.2 6.0 22.42 17.6 1,004 337.5 6.69 3.88 134 45.0 150 150 6.0 9.0 34.92 27.4 1,459 507 6.46 3.81 195 68.0 7.0 10.0 39.1 30.7 1601 563 6.40 3.79 213 75.1 175 90 *3.2 4.5 13.41 10.5 711 55 7.28 2.02 81 12.0 200 100 200 150 200 200 250 100 250 125 250 150 *3.2 4.5 15.11 11.9 1,050 75 8.32 2.23 105 15.0 *3.2 6.0 18.02 14.1 1,310 100 8.52 2.36 131 20.0 6.0 9.0 28.92 22.7 1,944 150 8.20 2.28 194 30 3.2 4.5 19.61 15.4 1,480 253 8.68 3.59 148 33.8 3.2 6.0 24.02 18.9 1,870 338 8.83 3.75 187 45.0 4.5 6.0 26.46 20.8 1,943 338 8.57 3.57 194 45.0 6.0 9.0 37.92 29.8 2,766 507 8.54 3.66 277 67.6 6.0 9.0 46.92 36.8 3,587 1,200 8.74 5.06 359 120.0 8.0 12.0 62.08 48.7 4,610 1,600 8.62 5.08 461 160 3.2 4.5 16.71 13.1 1,729 75 10.17 2.12 138 15.0 4.5 9.0 28.44 22.3 3,083 150 10.41 2.30 247 30.0 *3.2 4.5 18.96 14.9 2,070 147 10.45 2.78 166 24.0 *4.5 6.0 25.71 20.2 2,740 195 10.30 2.76 219 31.3 4.5 9.0 32.94 25.9 3,740 293 10.66 2.98 299 47.0 5.0 8.0 31.70 24.9 3,463 260 10.45 2.86 277 41.6 6.0 9.0 36.42 28.6 3,893 293 10.34 2.84 311 47 3.2 4.5 21.21 16.6 2,410 253 10.70 3.45 193 33.0 4.5 6.0 28.71 22.5 3,185 338 10.53 3.43 255 45.0 4.5 9.0 37.44 29.4 4,390 506 10.80 3.68 351 67.5
전단면의단면계수 표준단면치수 (mm) 단면적단위중량 단면2차모멘트 단면2차반경 단면계수 I x I y i x i y Z x Z y H B t 1 t 2 cm 2 kg/m cm 4 cm 4 cm cm cm 3 cm 3 250 175 6.0 9.0 45.42 35.7 5,200 804 10.70 4.21 416 92.0 7.0 11.0 54.46 42.8 6,193 983 10.66 4.25 495 112.0 250 250 6.0 9.0 58.92 46.3 7,162 2,344 11.00 6.31 573 187.5 300 150 300 175 300 200 3.2 4.5 22.81 17.9 3,600 253 12.6 3.33 240 33.8 *4.5 6.0 30.96 24.3 4,790 338 12.4 3.30 319 45.0 4.5 9.0 39.69 31.2 6,559 506 12.9 3.57 437 67.0 6.0 9.0 43.92 34.5 6,839 507 12.5 3.40 456 67.6 *4.5 6.0 33.96 26.7 5,434 536 12.7 3.97 362 61.0 4.5 9.0 44.19 34.7 7,510 804 13.0 4.27 501 91.9 6.0 9.0 52.92 41.5 8,745 1,200 12.9 4.76 583 120.0 8.0 12.0 70.08 55.0 11,361 1,600 12.93 4.78 757 160 300 300 6.0 9.0 70.92 55.7 12,557 4,051 13.3 7.56 837 270.0 4.5 6.0 36.21 28.4 7,661 536 14.5 3.85 438 61.0 350 175 4.5 9.0 46.44 36.5 10,532 804 15.1 4.16 602 92.0 6.0 9.0 51.42 40.4 10,989 805 14.6 3.96 628 92.0 7.0 11.0 61.46 48.2 13,123 983 14.61 4.00 750 112 350 200 6.0 9.0 55.92 43.9 12,297 1,200 14.8 4.63 703 120.0 350 250 8.0 12.0 86.08 67.6 19,454 3,125 15.03 6.03 1117 250 4.5 9.0 53.19 41.8 15,852 1,200 17.3 4.75 793 120.0 400 200 6.0 9.0 58.92 46.3 16,549 1,200 16.8 4.51 827 120.0 7.0 11.0 70.46 55.3 19,800 1,447 16.76 4.53 990 145 400 300 6.0 9.0 76.92 60.4 23,429 4,051 17.5 7.26 1,172 270.0 450 200 450 300 4.5 9.0 55.44 43.5 20,529 1,200 19.2 4.65 912 120.0 8.0 12.0 82.08 64.4 28,181 1,600 18.53 4.42 1252 160 6.0 9.0 79.92 62.7 30,290 4,051 19.5 7.12 1,346 270.0 9.0 10.0 98.70 77.5 35,008 4,503 18.8 6.75 1,556 300.0
5.1.11. C 형강 치수 (mm) A B C t 단면적 (cm 2 ) 단위중량 중심위치 (cm) 단면2차모멘트 (cm 4 ) 단면2차반경 (cm) 단면계수 (cm) 전단중심 (cm) (kg/m) C y I x I y i x i y Z x Z y S x S y 250 75 25 4.5 18.92 14.9 2.07 1690 129 9.44 2.62 135 23.8 5.1 0 200 75 25 4.5 16.67 13.1 2.32 990 121 7.61 2.69 99.0 23.3 5.6 0 200 75 25 4.0 14.95 11.7 2.32 895 110 7.74 2.72 89.5 21.3 5.7 0 200 75 25 3.2 12.13 9.52 2.33 736 923 7.70 2.76 73.6 17.8 5.7 0 200 75 20 5.0 17.86 14.0 2.18 1050 118 7.67 2.57 105 22.1 5.3 0 200 75 20 4.5 16.22 12.7 2.19 963 109 7.79 2.60 96.3 20.6 5.3 0 150 75 25 4.5 14.42 11.3 2.65 501 109 5.90 2.75 66.9 22.5 6.3 0 150 75 25 4.0 12.95 10.2 2.65 455 99.8 5.93 2.78 60.5 20.6 6.3 0 150 75 25 3.2 10.53 8.26 2.66 375 83.6 5.97 2.82 50.0 17.3 6.4 0 150 75 20 5.0 15.36 12.1 2.50 532 107 5.89 2.64 71.0 21.3 5.9 0 150 75 20 4.5 13.97 11.0 2.50 489 99.2 5.92 2.66 65.2 19.8 6.0 0 150 65 20 4.5 13.07 10.3 2.10 441 69.2 5.71 2.31 58.9 15.7 5.0 0 150 65 20 4.0 11.75 9.22 2.11 401 63.7 5.84 2.33 53.5 14.5 5.0 0 150 65 20 3.2 9.567 7.51 2.11 332 53.8 5.89 2.37 44.3 12.2 5.1 0 150 65 20 2.6 7.876 6.18 2.12 277 45.5 5.92 2.40 36.9 10.4 5.1 0 150 65 20 2.3 7.012 5.50 2.12 248 41.1 5.94 2.42 33.0 9.37 5.2 0 150 50 20 5.0 12.86 10.1 1.54 401 38.0 5.58 1.72 53.4 11.0 3.6 0 150 50 20 4.5 11.72 9.20 1.54 368 35.7 5.60 1.75 49.0 10.5 3.7 0 150 50 20 4.0 10.55 8.27 1.54 337 33.1 5.65 1.77 44.9 9.57 3.7 0 150 50 20 3.2 8.607 6.75 1.54 280 28.3 5.71 1.81 37.4 8.19 3.8 0 150 50 20 2.6 7.096 5.57 1.54 234 24.2 5.75 1.84 31.2 6.99 3.8 0 150 50 20 2.3 6.322 4.96 1.55 210 21.9 5.77 1.86 28.0 6.33 3.8 0 125 50 20 5.0 11.61 9.11 1.68 257 36.1 4.70 1.76 41.0 10.8 3.9 0 125 50 20 4.5 10.59 8.32 1.68 238 33.5 4.74 1.78 38.0 10.1 4.0 0 125 50 20 4.0 9.548 7.50 1.68 217 33.1 4.77 1.81 34.7 9.38 4.0 0 125 50 20 3.2 7.807 6.13 1.68 181 26.6 4.82 1.85 29.0 8.02 4.0 0 125 50 20 2.3 5.747 4.51 1.69 137 20.6 4.88 1.89 21.9 6.22 4.1 0 120 60 25 4.5 11.72 9.20 2.25 252 28.0 4.63 2.22 41.9 15.5 5.3 0 120 60 20 3.2 8.287 6.50 2.12 186 40.9 4.74 2.22 31.0 10.5 4.9 0 120 60 20 2.6 6.836 5.36 2.13 156 34.7 4.77 2.25 26.0 8.96 5.1 0 120 60 20 2.3 6.092 4.78 2.13 140 31.3 4.79 2.27 23.3 8.10 5.1 0 100 50 20 5.0 10.36 8.13 1.85 149 33.5 3.80 1.80 29.8 10.7 4.3 0 100 50 20 4.5 9.469 7.43 1.86 139 30.9 3.82 1.81 27.7 9.82 4.3 0 100 50 20 4.0 8.548 6.71 1.86 127 28.7 3.85 1.83 25.4 9.13 4.3 0 100 50 20 3.2 7.007 5.50 1.86 107 24.5 3.90 1.87 21.3 7.81 4.4 0 100 50 20 2.6 5.796 4.55 1.86 89.7 2.00 3.93 1.90 17.9 6.68 4.4 0 100 50 20 2.3 5.172 4.06 1.86 80.7 19.0 3.95 1.92 16.1 6.06 4.4 0 100 50 20 1.6 3.672 2.88 1.87 58.4 14.0 3.99 1.95 11.7 4.47 4.5 0 90 50 20 3.2 6.687 5.25 1.94 82.9 23.6 3.42 1.88 18.4 7.71 4.6 0 90 45 20 3.2 6.367 5.00 1.72 76.9 18.3 3.48 1.69 17.1 6.57 4.1 0 90 45 20 2.3 4.712 3.70 1.73 58.6 14.2 3.53 1.74 13.0 5.14 4.1 0 90 45 20 1.6 3.352 2.63 1.73 42.6 10.5 3.56 1.77 9.46 3.80 4.2 0 80 40 15 2.6 4.496 3.53 1.46 43.9 9.87 3.12 1.48 11.0 3.88 3.4 0 80 40 15 2.3 4.022 3.16 1.46 39.7 9.01 3.13 1.50 9.92 3.55 3.5 0 75 45 15 2.3 4.137 3.25 1.72 37.1 11.8 3.00 1.69 9.90 4.24 4.0 0 75 45 15 1.6 2.952 2.32 1.72 27.1 8.71 3.03 1.72 7.24 3.13 4.1 0 75 35 15 2.3 3.677 2.89 1.29 31.0 6.58 2.91 1.34 8.28 2.96 3.1 0 75 35 15 1.6 2.632 2.06 1.29 22.8 4.80 2.95 1.35 6.09 2.18 3.1 0 60 30 15 2.3 2.872 2.25 1.06 15.6 3.32 2.33 1.07 5.20 1.71 2.5 0 60 30 15 1.6 2.072 1.63 1.06 11.6 2.56 2.37 1.11 3.88 1.32 2.5 0
5. 2 철근 호칭명 단위중량 직경 공칭칫수 단면적 KS D 3504, JIS G 3112 ASTM A615 BS 4449 둘레 마디의평균간격최대치 마디및리브의칫수 마디높이의평균최소치 마디높이의최대치 마디틈의합계의최대치 kg/m mm cm 2 cm cm mm mm mm 공칭중량 Dl0 0.560 9.53 0.7133 3.0 6.7 0.4 0.8 7.5 3 0.376 0.560 10 0.616 Dl3 0.995 12.7 1.267 4.0 8.9 0.5 1.0 10.0 4 0.668 0.994 호칭번호 lb/ft kg/m 공칭지름 m m 단위중량 kg/m 12 0.888 Dl6 1.56 15.9 1.956 5.0 11.1 0.7 1.4 12.5 5 1.043 1.552 16 1.579 D19 2.25 19.1 2.865 6.0 13.4 1.0 2.0 15.0 6 1.502 2.235 D22 3.04 22.2 3.871 7.0 15.5 1.1 2.2 17.5 7 2.044 3.042 20 2.466 D25 3.98 25.4 5.067 8.0 17.8 1.3 2.6 20.0 8 2.670 3.973 25 3.854 D29 5.04 28.6 6.424 9.0 20.0 1.4 2.8 22.5 9 3.400 5.060 D32 6.23 31.8 7.942 10.0 22.3 1.6 3.2 25.0 10 4.303 6.403 32 6.313 D35 7.51 34.9 9.566 11.0 24.4 1.7 3.4 27.5 11 5.313 7.906 D38 8.95 38.1 11.40 12.0 26.7 1.9 3.8 30.0 D4l 10.5 41.3 13.40 13.0 28.9 2.1 4.2 32.5 14 7.65 11.384 40 9.864 D5l 15.9 50.8 20.27 16.0 35.6 2.5 5.0 40.0 50 15.414 18 13.60 20.239
5. 3 판재류 5.3.1 As Rolled AS-ROLLED( 제품최소길이 = 3,000mm 이며 1,219WX 2,438L 은 8mm 미만 TS 40kg 급만가능 ) 두께 / 폭 1000 W 1250 W 1300 W 1400 W 1500 W 1700 W 1800 W 1900 W 2000 W 2150 W 2300 6 T 7 15,500 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 생산불가 7 T 8 15,500 15,500 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 8 T 9 15,500 15,500 15,500 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 9 T 10 15,500 15,500 15,500 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 W 2600 10 T 12 15,500 15,500 15,500 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 25,000 25,000 25,000 25,000 12 T 15 15,500 15,500 15,500 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 15 T 20 15,500 15,500 15,500 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 22,647 20 T 25 15,500 15,500 15,500 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 24,706 24,315 23,294 22,288 22,035 20,572 20,382 18,117 25 T 30 15,500 15,500 15,500 25,000 25,000 24,597 25,000 25,000 25,000 25,000 24,769 23,428 22,290 21,231 20,588 20,263 19,412 18,573 18,362 17,144 16,985 15,098 30 T 38 12,500 12,500 12,300 21,704 20,498 19,418 22,640 21,059 23,331 20,630 19,554 18,496 17,598 16,762 16,254 15,997 15,325 14,663 14,497 13,535 13,409 11,919 38 T 40 12,500 12,500 11,685 20,619 19,473 18,448 21,508 20,006 22,164 19,598 18,577 17,571 16,718 15,924 15,441 15,197 14,559 13,930 13,772 12,858 12,739 11,323 40 T 42 12,258 11,382 10,623 18,745 17,703 16,770 18,966 17,642 19,789 17,498 16,586 15,688 14,926 14,217 13,787 13,569 12,999 12,437 12,296 11,480 11,374 10,110 42 T 44 11,701 10,865 10,140 17,893 16,898 16,008 18,104 16,840 18,890 16,703 15,832 14,975 14,248 13,571 13,160 12,952 12,408 11,872 11,737 10,958 10,857 9,651 44 T 46 11,192 10,382 9,699 17,115 16,163 15,312 17,317 16,108 18,069 15,977 15,144 14,324 13,629 12,981 12,588 12,389 11,868 11,356 11,227 10,482 10,385 9,231 46 T 48 10,726 9,959 9,295 16,402 15,490 14,674 16,595 15,437 17,316 15,311 14,513 13,727 13,061 12,440 12,063 11,873 11,374 10,883 10,759 10,145 9,952 8,846 48 T 50 10,297 9,561 8,923 15,745 14,870 14,087 15,932 14,820 16,623 14,699 13,932 13,178 12,538 11,943 11,581 11,398 10,919 10,447 10,329 9,643 9,554 8,493 50 T 60 13,121 12,392 11,739 13,276 12,350 13,853 12,249 11,610 10,982 10,449 9,952 9,651 9,498 9,099 8,706 8,607 8,036 7,962 7,077 60 T 65 12,112 11,439 10,836 12,255 11,400 12,787 11,307 10,717 10,137 9,645 9,187 8,908 8,767 8,399 8,036 7,945 7,418 65 T 70 11,247 10,622 10,062 11,380 10,585 11,874 10,499 9,952 9,413 8,956 8,530 8,272 8,141 7,799 7,462 70 T 75 10,497 9,914 9,391 10,621 9,880 11,082 9,799 9,288 8,785 8,359 7,962 7,721 7,598 7,279 75 T 015 7,498 7,081 6,708 7,586 7,057 7,916 6,999 6,634 6,275 5,971 5,687 5,515 5,427 105 T 110 110 T 120 생산불가 W 2743 W 2900 W 3048 7,157 6,759 6,403 7,242 6,736 7,556 6,681 6,333 5,990 5,699 6,561 6,196 5,870 6,638 6,175 6,926 6,124 5,805 5,491 SHADOW 부분은 TS 상한 40kg 미만재만가능 용접구조용강 (SM400A,B,C/490A,B,C/520B,C) 은 120mm 까지보증가능하며 SM 570 은 80mm 까지보증가능 일반구조용강 (SS400, A36 급 ) 은 150mm 까지 ASTM A435 보증조건하제조가능 압력용기, 보일러용강 (A516-60, 70) - 일반재는 83mm 까지수주가능하며내 HIC 보증시 - 60GRADE 는 50mm, - 70GRADE 는 20mm 까지보증가능 - 압력용기, 보일러용강증 A387-11, 12, 22 는 65mm 까지규격보증가능 W 3200 W 3300 W 3353 W 3500 W 3658 W 3700 W 3963 생산불가 W 4000 W 4500
5.3.2 TMCP TMCP( 제품최소길이 = 3,000mm) 두께 / 폭 1250 W 1300 W 1400 W 1500 W 1600 W 1700 W 1800 W 1900 W 2000 W 2150 W 2300 W 2438 W 2600 W 3048 6 T 6.5 16,600 16,600 16,600 16,600 16,600 16,600 16,600 16,600 16,600 16,600 6.5 T 7 12,900 12,900 12,900 12,900 12,900 16,600 16,600 16,600 16,600 16,600 W 3200 W 3400 W 3500 W 3658 W 3800 W 3963 W 4100 W 4500 7 T 7.5 13,750 13,750 13,750 18,100 18,100 18,100 16,600 17,250 17,250 15,750 15,750 15,750 7.5 T 8 13,750 13,750 18,100 18,100 18,250 17,250 17,250 17,250 17,250 15,750 15,750 15,750 생산불가 8 T 9 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 18,750 17,250 17,250 17,250 9 T 10 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 18,750 18,750 18,750 18,750 18,750 10 T 12 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 22,100 25,000 25,000 25,000 12 T 20 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 24,856 22,647 20 T 25 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 23,979 23,294 22,288 21,455 20,572 19,885 18,117 생산불가 25 T 30 25,000 25,000 25,000 24,597 25,000 25,000 25,000 25,000 25,000 22,290 21,231 19,983 19,412 18,573 17,879 17,144 16,571 15,098 30 T 35 25,000 23,565 22,255 21,083 24,580 22,864 25,000 23,886 22,398 19,106 18,198 17,128 16,639 15,920 15,325 14,965 14,204 12,941 35 T 40 21,909 20,619 19,473 18,448 21,508 20,006 22,164 20,900 19,598 16,718 15,924 14,987 14,559 13,930 13,409 12,858 12,428 11,323 40 T 45 18,589 17,495 16,523 15,652 17,702 16,466 18,470 17,417 16,332 13,931 13,270 12,489 12,132 11,608 11,174 10,715 10,357 9,436 45 T 50 16,730 15,745 14,870 14,087 15,932 14,820 16,623 15,675 14,699 12,538 11,943 11,240 10,919 10,447 10,057 9,643 9,321 8,493 50 T 55 15,209 14,314 13,518 12,807 14,483 13,472 15,112 14,250 13,362 11,398 10,857 10,218 9,926 9,498 9,143 8,767 8,474 7,721 55 T 60 13,942 13,121 12,392 11,739 13,276 12,350 13,853 13,063 12,249 10,449 9,952 9,367 9,099 8,706 8,381 8,036 7,768 7,077 60 T 65 12,869 12,112 11,439 10,836 12,255 11,400 12,787 12,058 11,307 9,645 9,187 8,646 8,399 8,036 7,736 7,418 65 T 70 11,950 11,247 10,622 10,062 11,380 10,585 11,874 11,197 10,499 8,956 8,530 8,029 7,799 7,462 70 T 75 11,153 10,497 9,914 9,391 10,621 9,880 11,082 10,450 9,799 8,359 7,962 7,493 7,279 75 T 80 10,456 9,841 9,294 8,804 9,957 9,262 10,389 9,797 9,187 7,836 7,464 7,025 80 T 90 9,295 8,747 8,261 7,826 8,851 8,233 9,235 8,709 8,166 6,966 6,635 6,245 생산불가 상기 TABLE 은 '98. 9. 6 부터시행하며기타상세한내용은후판수주팀문의 ( 3457-0567) 80mm 초과재는 PILAC-BT33 만가능하며 BT36 은문의요망
5. 4 강관류 5.4.1 일반구조용탄소강관 Carbon steel tubes for general structural purposes KS D 3566(JIS G 3444) Outside Cross-sectional Geometrical Section Radius of wall thickness weight diameter area moment of area modulus gyration of area mm mm kg/m cm 2 cm 4 cm 3 cm 21.7 2.0 (2.0) 0.972 (0.972) 1.238 (1.238) 0.607 (0.607) 0.560 (0.560) 0.700 (0.700) 27.2 2.0 (2.0) 2.3 (2.3) 1.24 (1.24) 1.41 (1.41) 1.583 (1.583) 1.799 (1.799) 1.26 (1.26) 1.41 (1.41) 0.930 (0.930) 1.03 (1.03) 0.890 (0.890) 0.880 (0.880) 34.0 2.3 (2.3) 1.80 (1.80) 2.291 (2.291) 2.89 (2.89) 1.70 (1.70) 1.12 (1.12) 2.3 (2.3) 2.29 (2.29) 2.919 (2.919) 5.97 (5.97) 2.80 (2.80) 1.43 (1.43) 42.7 2.5 (2.5) 2.49 (2.48) 3.157 (3.157) 6.40 (6.40) 3.00 (3.00) 1.42 (1.42) 2.8 2.76 3.510 7.02 3.29 1.41 (1.41) 2.3 (2.3) 2.63 (2.63) 3.345 (3.345) 8.99 (8.99) 3.70 (3.70) 1.64 (1.64) 48.6 2.5 (2.5) 2.8 (2.8) 2.84 (2.84) 3.16 (3.16) 3.621 (3.621) 4.029 (4.029) 9.65 (9.65) 10.6 (10.6) 3.97 (3.97) 4.36 (4.36) 1.63 (1.63) 1.62 (1.62) 3.2 (3.2) 3.58 (3.58) 4.564 (4.564) 11.8 (11.8) 4.86 (4.86) 1.61 (1.61) 2.3 (2.3) 3.30 (3.30) 4.205 (4.205) 17.8 (17.8) 5.90 (5.90) 2.06 (2.06) 60.5 3.2 (3.2) 4.52 (4.52) 5.760 (5.760) 23.7 (23.7) 7.84 (7.84) 2.03 (2.03) 4.0 (4.0) 5.57 (5.57) 7.100 (7.100) 28.5 (28.5) 9.41 (9.41) 2.00 (2.00) 2.8 (2.8) 5.08 (5.08) 6.465 (6.465) 43.7 (43.7) 11.5 (11.5) 2.60 (2.60) 76.3 3.2 (3.2) 5.77 (5.77) 7.349 (7.349) 49.2 (49.2) 12.9 (12.9) 2.59 (2.59) 4.0 7.13 (7.13) 9.085 (9.085) 59.5 (59.5) 15.6 (15.6) 2.56 (2.58) 2.8 (2.8) 5.96 (5.96) 7.591 (7.591) 70.7 (70.7) 15.9 (15.9) 3.05 (3.05) 89.1 3.2 (3.2) 6.78 (6.78) 8.636 (8.636) 79.8 (79.8) 17.9 (17.9) 3.04 (3.04) 4.0 (4.0) 8.39 10.69 97.0 21.8 3.01 (3.01) 3.2 (3.2) 7.76 (7.76) 9.892 (9.892) 120 (120) 23.6 (23.6) 3.48 (3.48) 101.6 4.0 (4.0) 9.63 (9.63) 12.26 (12.26) 146 (146) 28.8 (28.8) 3.45 (3.45) 5.0 (5.0) 11.9 (11.9) 15.17 (15.17) 177 (177) 34.9 (34.9) 3.42 (3.42) 3.2 (3.2) 8.77 (8.77) 11.17 (11.17) 172 (172) 30.2 (30.2) 3.93 (3.93) 114.3 3.6 (3.6) 4.5 (4.5) 9.83 (9.58) 12.2 (12.2) 12.52 (12.18) 15.52 (15.52) 192 (192) 234 (234) 33.6 (33.7) 41.0 (41.0) 3.92 (3.92) 3.89 (3.89) 5.6 15.0 19.12 283 49.6 3.85 (3.85) 3.6 (3.6) 12.1 (12.1) 15.40 (15.40) 357 (357) 51.1 (51.1) 4.82 (4.82) 139.8 4.0 (4.0) 4.5 (4.5) 13.4 (13.4) 15.0 (15.0) 17.07 (17.07) 19.13 (19.13) 394 (394) 438 (438) 56.3 (56.3) 62.7 (62.7) 4.80 (4.80) 4.79 (4.79) 6.0 (6.0) 19.8 (19.8) 25.22 (25.22) 566 (566) 80.9 (80.9) 4.74 (4.74) * ( ) 안은 JIS G3144 규격임
Outside diameter wall thickness weight Cross-sectional area Geometrical moment of area Section modulus Radius of gyration of area mm mm kg/m cm 2 cm 4 cm 3 cm 4.5 (4.5) 17.8 (17.8) 22.72 (22.72) 734 (734) 88.9 (88.9) 5.68 (5.68) 165.2 5.0 (5.0) 6.0 (6.0) 19.8 (19.8) 23.6 (23.6) 25.16 (25.16) 30.01 (30.01) 808 (808) 952 (952) 97.8 (97.8) 115 (115) 5.67 (5.67) 5.63 (5.63) 7.0 (7.1) 27.3 (27.3) 34.79 (35.26) 109 10(110 10) 132 (132) 5.60 (5.60) 4.5 (4.5) 20.7 (20.7) 26.32 (26.32) 114 10(114 10) 120 (120) 6.59 (6.59) 5.0 (5.3) 22.9 (24.2) 29.17 (30.87) 126 10(133 10) 132 (139) 6.57 (6.56) 190.7 6.0 (6.0) 27.3 (27.7) 34.82 (34.82) 149 10(149 10) 156 (156) 6.53 (6.53) 7.0 (7.0) 31.7 (31.7) 40.40 (40.40) 171 10(171 10) 179 (179) 6.50 (6.50) (8.2) (36.9) (47.01) (196 10) (206) (6.46) 4.5 (4.5) 23.5 (23.5) 29.94 (29.94) 168 10(168 10) 155 (155) 7.49 (7.49) (5.8) (30.1) (38.36) (213 10) (197) (7.45) 216.3 6.0 (6.0) 7.0 (7.0) 31.1 (31.1) 36.1 (36.1) 39.61 (39.64) 46.03 (46.03) 219 10(219 10) 252 10(252 10) 203 (203) 233 (233) 7.44 (7.44) 7.40 (7.40) 8.0 (8.0) 41.1 (41.1) 52.35 (52.35) 284 10(284 10) 263 (263) 7.37 (7.37) (8.2) (42.1) (53.61) (291 10) (269) (7.36) 6.0 (6.0) 38.7 (38.7) 49.27 (49.27) 421 10(421 10) 315 (315) 9.24 (9.24) (6.6) (42.4) (54.08) (460 10) (344) (9.22) 267.4 7.0 (7.0) 8.0 (8.0) 45.0 (45.0) 51.2 (51.2) 57.27 (57.26) 65.19 (65.19) 486 10(486 10) 549 10(549 10) 363 (363) 411 (411) 9.21 (9.21) 9.18 (9.18) 9.0 (9.0) 57.4 (57.3) 73.06 (73.06) 611 10(611 10) 457 (457) 9.14 (9.14) (9.3) (59.2) (75.41) (629 10) (470) (9.13)
Radius of Outside Wall Cross-sectional Geometrical Weight Section modulus gyration of diameter thickness area moment of area area mm mm kg/m cm 2 cm 4 cm 3 cm 6.0 (6.0) 46.2 (46.2) 58.91 (58.91) 719 10 (719 10) 452 (452) 11.1 (11.1) 7.0 (6.9) 53.8 (53.0) 68.50 (67.55) 831 10 (820 10) 552 (515) 11.0 (11.0) 318.5 8.0 (8.0) 61.3 (61.3) 78.04 (78.04) 941 10 (941 10) 591 (591) 11.0 (11.0) 9.0 (9.0) 68.7 (68.7) 87.51 (87.51) 105 10 2 (105 10 2 ) 659 (659) 10.9 (10.9) (10.3) (78.3) (99.73) (119 10 2 ) (744) (10.9) 6.3 (6.4) 54.3 (55.1) 69.13 (70.21) 105 10 2 (107 10 2 ) 593 (602) 12.4 (12.3) 8.0 (7.9) 68.6 (67.7) 87.36 (86.29) 132 10 2 (130 10 2 ) 742 (734) 12.3 (12.3) 355.6 9.0 (9.0) (9.5) 76.9 (76.9) (81.1) 98.00 (98.00) (103.3) 147 10 2 (147 10 2 ) (155 10 2 ) 828 (828) (871) 12.3 (12.3) (12.2) 12.0 (12.0) 102 (102) 129.5 (129.5) 191 10 2 (191 10 2 ) 108 10 (108 10) 12.2 (12.2) (12.7) (107) (136.8) (201 10 2 ) (113 10) (12.1) (7.9) (77.6) (98.90) (196 10 2 ) (967) (14.1) 9.0 (9.0) 88.2 (88.2) 112.4 (112.4) 222 10 2 (222 10 2 ) 109 10 (109 10) 14.1 (14.1) (9.5) (93.0) (118.5) (233 10 2 ) (115 10) (14.0) 406.4 12.0 (12.0) 117 (117) 148.7 (148.7) 289 10 2 (289 10 2 ) 142 10 (142 10) 14.0 (14.0) (12.7) (123) (157.1) (305 10 2 ) (150 10) (13.9) 16.0 (16.0) 154 (154) 196.2 (196.2) 374 10 2 (374 10 2 ) 184 10 (184 10) 13.8 (13.8) 19.0 (19.0) 182 (182) 231.2 (231.2) 435 10 2 (435 10 2 ) 214 10 (214 10) 13.7 (13.7) 9.0 (9.0) 99.5 (99.5) 126.7 (126.7) 318 10 2 (318 10 2 ) 140 10 (140 10) 15.8 (15.8) (9.5) (105) (133.6) (335 10 2 ) (147 10) (15.8) 457.2 12.0 (12.0) (12.7) 132 (132) (139) 167.8 (187.8) (177.3) 416 10 2 (416 10 2 ) (438 10 2 ) 182 10 (182 10) (192 10) 15.7 (15.7) (15.7) 16.0 (16.0) 174 (174) 221.8 (221.8) 540 10 2 (540 10 2 ) 236 10 (236 10) 15.6 (15.6) 19.0 (19.0) 205 (205) 261.6 (261.6) 629 10 2 (629 10 2 ) 275 10 (275 10) 15.5 (15.5) 9.0 (9.0) 109 (109) 138.8 (138.8) 418 10 2 (418 10 2 ) 167 10 (167 10) 17.4 (17.4) 500 12.0 (12.0) 144 (144) 184.0 (184.0) 548 10 2 (548 10 2 ) 219 10 (219 10) 17.3 (17.3) 14.0 (14.0) 168 (168) 213.8 (213.8) 632 10 2 (632 10 2 ) 253 10 (253 10) 17.2 (17.2)
Radius of Outside Wall Cross-sectional Geometrical Weight Section modulus gyration of diameter thickness area moment of area area mm mm kg/m cm 2 cm 4 cm 3 cm (7.9) (97.4) (124.1) (388 10 2 ) (153 10) (17.7) 9.0 (9.0) 111 (111) 141.1 (141.1) 439 10 2 (439 10 2 ) 173 10 (173 10) 17.6 (17.6) (9.5) (117) (148.8) (462 10 2 ) (182 10) (17.6) 12.0 (12.0) 147 (147) 187.0 (187.0) 575 10 2 (575 10 2 ) 226 10 (227 10) 17.5 (17.5) 508.8 (12.7) (155) (197.6) (606 10 2 ) (239 10) (17.5) 14.0 (14.0) 171 (171) 217.3 (217.3) 663 10 2 (663 10 2 ) 261 10 (261 10) 17.5 (17.5) 16.0 (16.0) 194 (194) 247.3 (247.3) 749 10 2 (749 10 2 ) 295 10 (295 10) 17.4 (17.4) 19.0 (19.0) 229 (229) 291.9 (291.9) 874 10 2 (874 10 2 ) 344 10 (344 10) 17.3 (17.3) 22.0 (22.0) 264 (264) 335.9 (335.9) 994 10 2 (994 10 2 ) 391 10 (391 10) 17.2 (17.2) 9.0 (9.0) 122 (122) 155.5 (155.5) 588 10 2 (588 10 2 ) 210 10 (210 10) 19.4 (19.4) 12.0 (12.0) 162 (162) 206.1 (206.1) 771 10 2 (771 10 2 ) 276 10 (276 10) 17.3 (17.3) 558.8 16.0 (16.0) 214 (214) 272.8 (272.8) 101 10 3 (101 10 3 ) 360 10 (360 10) 19.2 (19.2) 19.0 (19.0) 253 (253) 322.2 (322.2) 118 10 3 (118 10 3 ) 421 10 (421 10) 19.1 (19.1) 22.0 (22.0) 291 (291) 371.0 (371.0) 134 10 3 (134 10 3 ) 479 10 (479 10) 19.0 (19.0) 9.0 (9.0) 131 (131) 167.1 (167.1) 730 10 2 (730 10 2 ) 243 10 (243 10) 20.9 (20.9) 600 12.0 (12.0) 14.0 (14.0) 174 (174) 202 (202) 221.7 (221.7) 257.7 (257.7) 958 10 2 (958 10 2 ) 111 10 3 (111 10 3 ) 320 10 (320 10) 369 10 (369 10) 20.8 (20.8) 20.7 (20.7) 16.0 (16.0) 230 (230) 293.6 (293.6) 125 10 3 (125 10 3 ) 418 10 (418 10) 20.7 (20.7) 9.0 (9.0) 133 (133) 169.8 (169.8) 766 10 2 (766 10 2 ) 251 10 (251 10) 21.2 (21.2) (9.5) (141) (179.1) (806 10 3 ) (265 10) (21.2) 12.0 (12.0) 177 (177) 225.3 (225.3) 101 10 3 (101 10 3 ) 330 10 (330 10) 21.1 (21.1) 609.6 (12.7) 14.0 (14.0) (187) 206 (206) (238.2) 262.0 (262.0) (106 10 3 ) 116 10 3 (116 10 3 ) (348 10) 381 10 (381 10) (21.2) 21.1 (21.1) 16.0 (16.0) 234 (234) 298.4 (298.4) 132 10 3 (132 10 3 ) 432 10 (431 10) 21.0 (21.0) 19.0 (19.0) 277 (277) 352.5 (352.5) 154 10 3 (154 10 3 ) 505 10 (505 10) 20.9 (20.9) 22.0 (22.0) 319 (319) 406.1 (406.1) 176 10 3 (176 10 3 ) 573 10 (576 10) 20.8 (20.8)
5.4.2 일반구조용각형강관 Square Side length A B Wall thickness t Unit weight Cross-sectional area Geometrical moment Modulus of Radius of gyration of of inertia section area I x, I y Z x, Z y i x, i y mm mm kg/m cm 2 cm 4 cm 3 cm 20 20 1.2 0.697 0.865 0.53 0.52 0.769 1.6 0.872 1.123 0.67 0.65 0.751 25 25 1.2 0.867 1.105 1.03 0.824 0.965 1.6 1.12 1.432 1.27 1.02 0.942 30 30 1.2 1.06 1.345 1.83 1.22 1.17 1.6 1.38 1.752 2.31 1.54 1.15 40 40 1.6 1.88 2.392 5.79 2.90 1.56 2.3 2.62 3.332 7.73 3.86 1.52 50 50 1.6 2.3 3.2 2.38 3.34 4.50 3.032 4.252 5.727 11.7 15.9 20.4 4.68 6.34 8.16 1.96 1.93 1.89 60 60 1.6 2.3 3.2 2.88 4.06 5.50 3.672 5.172 7.007 20.7 28.3 36.9 6.89 9.44 12.3 2.37 2.34 2.30 1.6 3.64 4.632 41.3 11.0 2.99 75 75 2.3 5.14 6.552 57.1 15.2 2.95 3.2 7.01 8.927 75.5 20.1 2.91 4.5 9.55 12.17 98.6 26.3 2.85 80 80 2.3 3.2 4.5 5.50 7.51 10.3 7.012 9.567 13.07 69.9 92.7 122 17.5 23.2 30.4 3.16 3.11 3.05 90 90 2.3 6.23 7.932 101 22.4 3.56 3.2 8.51 10.85 135 29.9 3.52 100 100 2.3 3.2 4.0 4.5 6.0 9.0 12.0 6.95 9.52 11.7 13.1 17.0 24.1 30.2 8.852 12.13 14.95 16.67 21.63 30.67 38.53 140 187 226 249 311 408 471 27.9 37.5 45.3 49.9 62.3 81.6 94.3 3.97 3.93 3.89 3.87 3.79 3.65 3.50 125 125 3.2 4.5 5.0 6.0 9.0 12.0 12.0 16.6 18.3 21.7 31.1 39.7 15.33 21.17 23.36 27.63 39.67 50.53 376 506 553 641 865 103 10 60.1 80.9 88.4 103 138 165 4.95 4.89 4.86 4.82 4.67 4.52 150 150 4.5 5.0 6.0 9.0 20.1 22.3 26.4 38.2 25.67 28.36 33.63 48.67 896 982 115 10 158 10 120 131 153 210 5.91 5.89 5.84 5.69 175 175 4.5 5.0 6.0 23.7 26.2 31.1 30.17 33.36 39.63 145 10 159 10 186 10 166 182 213 6.93 6.91 6.86
Side length Wall thickness Geometrical moment of inertia Modulus of section Radius of gyration of area A B t Unit weight Cross-sectional area I x, I y Z x, Z y i x, i y mm mm kg/m cm 2 cm 4 cm 3 cm 200 200 4.5 5.0 6.0 8.0 9.0 10.0 11.0 12.0 27.2 30.1 35.8 46.9 52.3 57.6 62.8 67.9 34.67 38.36 45.63 59.79 66.67 73.42 80.04 86.53 219 10 241 10 283 10 362 10 399 10 434 10 467 10 498 10 219 241 283 362 399 434 467 498 7.95 7.93 7.88 7.78 7.73 7.69 7.64 7.59 250 250 4.5 5.0 6.0 8.0 9.0 10.0 11.0 12.0 16.0 34.3 38.0 45.2 59.5 66.5 73.3 80.1 86.8 112.4 43.67 48.36 57.63 75.79 84.67 93.42 102.00 110.50 143.20 436 10 481 10 567 10 732 10 809 10 884 10 956 10 1030 10 1280 10 349 384 454 585 647 707 765 820 1020 9.99 9.97 9.92 9.82 9.78 9.73 9.68 9.63 9.44 300 300 6.0 8.0 9.0 12.0 14.0 16.0 19.0 54.7 72.1 80.6 106.0 122.0 138.0 160.0 69.63 91.79 102.70 134.50 155.10 175.10 204.30 996.3 10 1292.4 10 1434 10 1833.3 10 2078.9 10 2308.6 10 2620 10 664 862 956 1222 1386 1539 1750 11.96 11.86 11.82 11.67 11.58 11.48 11.30 350 350 6.0 8.0 9.0 12.0 14.0 16.0 19.0 64.1 84.6 94.7 124.0 144.0 1638.0 190.0 81.63 107.80 120.70 158.50 183.10 207.20 242.30 1600.6 10 2084.9 10 2318 10 2982.2 10 3396.4 10 3788.3 10 4340 10 915 1191 1325 1704 1941 2165 2480 14.00 13.91 13.86 13.72 13.62 13.52 13.40 400 400 9.0 12.0 14.0 16.0 19.0 22.0 109.0 143.0 166.0 188.0 220.0 251.0 138.70 182.50 211.10 239.20 280.30 320.20 3506.3 10 4530.0 10 5178 10 5794.2 10 6660.0 10 7470 10 1753 2270 2589 2897 3330 3740 15.90 15.80 15.66 15.57 15.40 15.30 450 450 9.0 12.0 16.0 19.0 22.0 122.0 160.0 209.0 250.0 286.0 155.30 204.10 268.80 318.30 364.20 4670.0 10 6420.0 10 8180 10 9710.0 10 10900 10 2210 2850 3640 4310 4850 17.90 17.70 17.50 17.50 17.30 500 500 12.0 16.0 19.0 22.0 181.0 238.0 280.0 320.0 230.50 303.20 356.30 408.20 9080.0 10 117000 10 13600.0 10 15300 10 3630 4680 5420 6120 19.80 19.60 19.50 19.40
Rectangular Side length Wall thickness Geometrical moment of inertia Modulus of section Radius of gyration of area A B t Unit weight Cross- sectional area I x I y Z x Z y i x i y mm mm kg/m cm 2 cm 4 cm 3 cm 30 20 30 20 1.2 1.6 0.868 1.124 1.105 1.4317 1.34 1.66 0.711 0.879 0.890 1.11 0.711 0.879 1.10 1.80 0.802 0.784 40 20 40 20 1.2 1.6 1.053 1.375 1.3453 1.7517 2.73 3.43 0.923 1.15 1.36 1.72 0.923 1.15 1.42 1.40 0.828 0.810 50 20 50 20 50 30 50 30 1.6 2.3 1.6 2.3 1.63 2.25 1.88 2.62 2.072 2.872 2.392 3.332 6.08 8.00 7.96 10.6 1.42 1.83 3.60 4.76 2.43 3.20 3.18 4.25 1.42 1.83 2.40 3.17 1.71 1.67 1.82 1.79 0.829 0.798 1.23 1.20 60 30 60 30 60 30 1.6 2.3 3.2 2.13 2.98 3.99 2.712 3.792 5.087 12.5 16.8 21.4 4.25 5.65 7.08 4.16 5.61 7.15 2.83 3.76 4.72 2.15 2.11 2.05 1.25 1.22 1.18 75 20 75 20 75 45 75 45 75 45 1.6 2.3 1.6 2.3 3.2 2.25 3.16 2.88 4.06 5.50 2.872 4.022 3.672 5.172 7.007 17.6 23.7 28.4 38.9 50.8 2.10 2.73 12.9 17.6 22.8 4.69 6.31 7.56 10.4 13.5 2.10 2.73 5.75 7.82 10.1 2.47 2.43 2.78 2.74 2.69 0.855 1.824 1.88 1.84 1.80 80 40 80 40 80 40 1.6 2.3 3.2 2.88 4.06 5.50 3.672 5.172 7.007 30.7 42.1 54.9 10.5 14.3 18.4 7.68 10.5 13.7 5.26 7.14 9.21 2.89 2.85 2.80 1.69 1.66 1.62 90 45 90 45 2.3 3.2 4.60 6.25 5.862 7.967 61.0 80.2 20.8 27.0 13.6 17.8 9.22 12.0 3.23 3.17 1.88 1.84 100 20 100 20 100 40 100 40 100 40 100 50 100 50 100 50 100 50 1.6 2.3 1.6 2.3 4.2 1.6 2.3 3.2 4.5 2.88 4.06 3.38 4.78 8.32 3.64 5.14 7.01 9.55 3.672 5.172 4.312 6.092 10.60 4.632 6.552 8.927 12.17 38.1 51.9 53.5 73.9 120 61.3 84.8 112 147 2.78 3.64 12.9 17.5 27.6 21.1 29.0 30.8 48.9 7.61 10.4 10.7 14.8 24.0 12.3 17.0 22.5 29.3 2.78 3.64 6.44 8.77 10.6 8.43 11.6 15.2 19.5 3.22 3.17 3.52 3.48 3.36 3.64 3.60 3.55 3.47 0.870 0.839 1.73 1.70 1.61 2.13 2.10 2.06 2.00 125 40 125 40 125 75 125 75 125 75 125 75 125 75 1.6 2.3 2.3 3.2 4.0 4.5 6.0 4.01 5.69 6.95 9.52 11.7 13.1 17.0 5.112 7.242 8.852 12.13 14.95 16.67 21.63 94.4 131 192 257 311 342 428 15.8 21.6 87.5 117 141 155 192 15.1 20.9 30.6 41.1 49.7 54.8 68.5 7.91 10.8 23.3 31.1 37.5 41.2 51.1 4.30 4.25 4.65 4.60 4.56 4.53 4.45 1.76 1.73 3.14 3.10 3.07 3.04 2.98 150 75 150 80 150 80 150 80 150 100 150 100 150 100 150 100 3.2 4.5 5.0 6.0 3.2 4.5 6.0 9.0 10.8 15.2 16.8 19.8 12.0 16.6 21.7 31.1 13.73 19.37 21.36 25.23 15.33 21.17 27.63 39.67 402 563 614 710 488 658 835 133 10 137 211 230 264 262 352 444 595 53.6 75.0 81.9 94.7 65.1 87.7 111 151 36.6 52.9 57.5 66.1 52.5 70.4 88.8 119 5.41 5.39 5.36 5.31 5.64 5.58 5.50 5.33 3.16 3.30 3.28 3.24 4.14 4.08 4.01 3.87 200 100 200 100 200 100 200 150 200 150 200 150 4.5 6.0 9.0 4.5 6.0 9.0 20.1 36.4 38.2 23.7 31.1 45.3 25.67 33.63 48.67 30.17 39.63 57.67 133 10 170 10 235 10 176 10 227 10 317 10 455 577 782 113 10 146 10 202 10 133 170 235 176 227 317 90.9 115 156 151 194 270 7.20 7.12 6.94 7.64 7.56 7.41 4.21 4.14 4.01 6.13 6.06 5.93
5.4.3 강관말뚝 Outside Wall Cross-sectional unit diameter thickness area weight mm mm cm 2 kg/m Geometrical Radius of Modulus of moment of gyration of section inertia area I Z i cm 4 cm 3 cm Outside surface area m 2 /m 9 112.4 88.2 222 10 2 109 10 14.0 1.28 406.4 10 11 124.5 136.6 97.8 107.0 245 10 2 267 10 2 120 10 132 10 14.0 14.0 1.28 1.28 12 148.7 117 289 10 2 142 10 14.0 1.28 9 141.1 111 439 10 2 173 10 17.6 1.60 10 156.4 123 485 10 2 191 10 17.6 1.60 508.0 11 12 171.8 187.0 135 147 531 10 2 575 10 2 209 10 227 10 17.6 17.5 1.60 1.60 13 202.2 159 620 10 2 244 10 17.5 1.60 14 217.3 171 663 10 2 261 10 17.5 1.60 9 169.8 133 766 10 2 251 10 21.2 1.92 10 188.4 148 847 10 2 278 10 21.2 1.92 11 206.9 162 927 10 2 304 10 21.2 1.92 609.0 12 13 225.3 243.6 177 191 101 10 3 108 10 3 330 10 356 10 21.2 21.2 1.92 1.92 14 262.0 206 116 10 3 381 10 21.2 1.92 15 280.2 220 124 10 3 407 10 21.0 1.92 16 298.4 234 132 10 3 431 10 21.0 1.92 9 198.5 156 122 10 3 344 10 24.8 2.23 10 220.3 173 135 10 3 381 10 24.8 2.23 11 242.0 190 148 10 3 417 10 24.8 2.23 711.2 12 13 263.6 285.1 207 224 161 10 3 174 10 3 453 10 489 10 24.7 24.7 2.23 2.23 14 306.6 241 186 10 3 524 10 24.7 2.23 15 328.1 258 199 10 3 559 10 24.6 2.23 16 349.4 274 211 10 3 594 10 24.6 2.23 9 227.3 178 184 10 3 452 10 28.4 2.55 10 252.2 198 203 10 3 500 10 28.4 2.55 11 277.1 217 223 10 3 548 10 28.4 2.55 812.8 12 13 301.9 326.6 237 256 242 10 3 261 10 3 596 10 643 10 28.3 28.3 2.55 2.55 14 351.3 276 280 10 3 690 10 28.2 2.55 15 376.0 295 299 10 3 736 10 28.2 2.55 16 400.5 314 318 10 3 782 10 28.2 2.55
Geometrical Radius of Outside Wall Cross-sectional unit Modulus of Outside moment of gyration of diameter thickness area weight section surface area inertia area mm mm cm 2 kg/m cm 4 cm 3 cm m 2 /m 12 340.2 267 346 10 3 758 10 31.9 2.87 13 368.1 289 374 10 3 818 10 31.9 2.87 14 396.0 311 401 10 3 878 10 31.8 2.87 914.4 15 16 423.8 451.6 333 354 429 10 3 456 10 3 928 10 997 10 31.8 31.8 2.87 2.87 17 479.3 376 483 10 3 106 10 31.7 2.87 18 506.9 398 509 10 3 111 10 31.7 2.87 19 534.5 420 536 10 3 117 10 31.7 2.87 12 378.5 297 477 10 3 939 10 35.5 3.19 13 409.6 322 515 10 3 101 10 35.5 3.19 14 440.7 346 553 10 3 109 10 35.4 3.19 1016.0 15 16 471.7 502.6 370 395 591 10 3 628 10 3 116 10 124 10 35.4 35.4 3.19 3.19 17 533.5 419 666 10 3 131 10 35.3 3.19 18 564.4 443 703 10 3 138 10 35.3 3.19 19 595.1 467 740 10 3 146 10 35.2 3.19
Outside diameter Wall thickness Cross-sectional area Unit weight mm mm cm 2 kg/m 400 500 600 9 10 11 12 9 10 11 12 13 14 9 10 11 12 13 14 15 16 110.6 122.5 134.4 146.3 138.8 153.9 169.0 184.0 198.9 213.8 167.1 185.4 203.5 221.7 239.7 257.7 275.7 293.6 86.8 96.2 106 115 109 121 133 144 156 168 131 145 160 174 188 202 216 230 Geometrical moment of inertia Modulus of section Radius of gyration of area cm 4 cm 3 cm I Z i 211 10 2 106 10 13.8 233 10 2 117 10 13.8 254 10 2 127 10 13.8 276 10 2 138 10 13.7 418 10 2 167 10 17.4 462 10 2 185 10 17.3 505 10 2 202 10 17.3 548 10 2 219 10 17.3 590 10 2 236 10 17.2 632 10 2 253 10 17.2 730 10 2 807 10 2 883 10 2 958 10 2 103 10 3 111 10 3 118 10 3 125 10 3 243 10 269 10 294 10 319 10 344 10 369 10 393 10 467 10 20.9 20.9 20.8 20.8 20.8 20.7 20.7 20.7 Outside surface area m 2 /m 1.26 1.26 1.26 1.26 1.57 1.57 1.57 1.57 1.57 1.57 1.88 1.88 1.88 1.88 1.88 1.88 1.88 1.88 700 9 10 11 12 13 14 15 16 195.4 216.8 238.1 259.4 280.6 301.7 322.8 343.8 153 170 187 204 220 237 253 270 117 10 3 129 10 3 141 10 3 154 10 3 166 10 3 178 10 3 189 10 3 201 10 3 333 10 369 10 404 10 439 10 473 10 507 10 541 10 575 10 24.4 24.4 24.4 24.3 24.3 24.3 24.2 24.2 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20
6.1 Wide Flange Shapes(Inch Series) 6. 외국생산제품 Metric 단위환산은단지참고용으로만사용하기바람 Designation Depth of Section Flange Unit Weight Area of Section (h) Width (B) Thickness (t 2 ) Web Thickness (t 1 ) Corner Radius ( r ) in lbs/ft kg/m in² cm² in mm in mm in mm in mm in mm W 4 4 4 13 19.35 3.83 24.71 4.16 105.7 4.060 103.1 0.345 8.76 0.280 7.11 0.25 6.4 W 5 16 23.81 4.71 30.39 5.01 127.3 5.000 127.0 0.360 9.14 0.240 6.10 5 5 19 28.28 5.56 35.87 5.15 130.8 5.030 127.8 0.430 10.92 0.270 6.86 0.30 7.6 W 6 6 4 W 6 6 6 W 8 8 4 9 13.39 2.68 17.29 5.90 149.9 3.940 100.1 0.215 5.46 0.170 4.32 12 17.86 3.55 22.90 6.03 153.2 4.000 101.6 0.280 7.11 0.230 5.84 16 23.81 4.74 30.58 6.28 159.5 4.030 102.4 0.405 10.29 0.260 6.60 15 22.32 4.43 28.58 5.99 152.1 5.990 152.1 0.260 6.60 0.230 5.81 20 29.76 5.87 38.87 6.20 157.5 6.020 152.9 0.365 9.27 0.260 6.60 25 37.20 7.34 47.35 6.38 162.1 6.080 154.4 0.455 11.56 0.320 8.13 10 14.88 2.96 19.10 7.89 200.4 3.940 100.1 0.205 5.21 0.170 4.32 13 19.35 3.84 24.77 7.99 202.9 4.000 101.6 0.255 6.48 0.230 5.84 15 22.32 4.45 28.65 8.11 206.0 4.015 102.0 0.315 8.00 0.245 6.22 W 8 18 26.79 5.26 33.94 8.14 206.8 5.250 133.4 0.330 8.38 0.230 5.84 8 5¼ 21 31.25 6.16 39.74 8.28 210.3 5.270 133.9 0.400 10.16 0.250 6.35 W 8 24 35.72 7.08 45.68 7.93 201.4 6.495 165.0 0.400 10.16 0.245 6.22 8 6½ 28 41.67 8.25 53.23 8.06 204.7 6.535 166.0 0.465 11.81 0.285 7.24 0.25 6.4 0.25 6.4 0.30 7.6 0.30 7.6 0.40 10.2 W 8 8 8 W 10 10 4 W10 10 5¾ W10 10 8 W10 10 10 31 46.13 9.13 58.90 8.00 203.2 7.995 203.1 0.435 11.05 0.285 7.24 35 52.09 10.3 66.45 8.12 206.2 8.020 203.7 0.495 12.57 0.310 7.87 40 59.53 11.7 75.48 8.25 209.6 8.070 205.0 0.560 14.22 0.360 9.14 48 71.43 14.1 90.97 8.50 215.9 8.110 206.0 0.685 17.40 0.400 10.16 58 86.31 17.1 110.3 8.75 222.2 8.220 208.8 0.810 20.57 0.510 12.95 67 99.71 19.7 127.1 9.00 228.6 8.280 210.3 0.935 23.75 0.570 14.48 12 17.86 3.54 22.84 9.87 250.7 3.960 100.6 0.210 5.33 0.190 4.83 15 22.32 4.41 28.45 9.99 253.7 4.000 101.6 0.270 6.86 0.230 5.84 17 25.30 4.99 32.19 10.11 256.8 4.010 101.9 0.330 8.38 0.240 6.10 19 28.28 5.62 36.26 10.24 260.1 4.020 102.1 0.395 10.03 0.250 6.35 22 32.74 6.49 41.87 10.17 258.3 5.750 146.0 0.360 9.14 0.240 6.10 26 38.69 7.61 49.10 10.33 262.4 5.770 146.6 0.440 11.18 0.260 6.60 30 44.64 8.84 57.03 10.47 265.9 5.810 147.6 0.510 12.95 0.300 7.62 33 49.11 9.71 62.64 9.73 247.1 7.960 202.2 0.435 11.05 0.290 7.37 39 58.04 11.5 74.19 9.92 252.0 7.985 202.8 0.530 13.46 0.315 8.00 45 66.97 13.3 85.81 10.10 256.5 8.020 203.7 0.620 15.75 0.350 8.89 49 72.92 14.4 92.9 9.98 253.5 10.000 254.0 0.560 14.22 0.340 8.64 54 80.36 15.8 101.9 10.09 256.3 10.030 254.8 0.615 15.62 0.370 9.40 60 89.29 17.6 113.5 10.22 259.6 10.080 256.0 0.680 17.27 0.420 10.67 68 101.2 20.0 129.0 10.40 264.2 10.130 257.3 0.770 19.56 0.470 11.94 77 114.6 22.6 145.8 10.60 269.2 10.190 258.8 0.870 22.10 0.530 13.46 88 131.0 25.9 167.1 10.84 275.3 10.265 260.7 0.990 25.15 0.605 15.37 100 148.8 29.4 189.7 11.10 281.9 10.340 262.6 1.120 28.45 0.680 17.27 112 166.7 32.9 212.3 11.36 288.5 10.415 264.5 1.250 31.75 0.755 19.18 0.40 10.2 0.30 7.6 0.30 7.6 0.50 12.7 0.50 12.7
Moment of Inertia Radius of Gyration Modulus Section I x I y i x i y Z x Z y Designation in⁴ cm⁴ in⁴ cm⁴ in cm in cm in³ cm³ in³ cm³ in 11.3 470 3.86 161 1.72 4.37 1.00 2.54 5.46 89.5 1.90 31.1 21.4 891 7.51 313 2.13 5.41 1.26 3.20 8.55 140 3.00 49.2 26.3 1,090 9.13 380 2.17 5.51 1.28 3.25 10.2 167 3.63 59.5 16.4 683 2.20 91.6 2.47 6.27 0.905 2.30 5.56 91.1 1.11 18.2 22.1 900 2.99 124 2.49 6.32 0.918 2.33 7.31 120 1.50 24.6 32.1 1,340 4.43 184 2.60 6.60 0.967 2.46 10.2 167 2.20 36.1 29.1 1,210 9.32 388 2.56 6.50 1.45 3.68 9.72 159 3.11 51.0 41.4 1,720 13.3 554 2.66 6.76 1.50 3.81 13.4 220 4.41 72.3 53.4 2,220 17.1 712 2.70 6.86 1.52 3.86 16.7 274 5.61 91.9 30.8 1,280 2.09 87.0 3.22 8.18 0.841 2.14 7.81 128 1.06 17.4 39.6 1,650 2.73 114 3.21 8.15 0.843 2.14 9.91 162 1.37 22.5 48.0 2,000 3.41 142 3.29 8.36 0.876 2.23 11.8 193 1.70 27.9 61.9 2,580 7.97 332 3.43 8.71 1.23 3.12 15.2 249 3.04 49.8 75.3 3,130 9.77 407 3.49 8.86 1.26 3.20 18.2 298 3.71 60.8 82.8 3,450 18.3 762 3.42 8.69 1.61 4.09 20.9 342 5.63 92.3 98.0 4,080 21.7 903 3.45 8.76 1.62 4.11 24.3 398 6.63 109 110 4,580 37.1 1,540 3.47 8.81 2.02 5.13 27.5 451 9.27 152 127 5,290 42.6 1,770 3.51 8.92 2.03 5.16 31.2 511 10.6 174 146 6,080 49.1 2,040 3.53 8.97 2.04 5.18 35.5 582 12.2 200 184 7,660 60.9 2,530 3.61 9.17 2.08 5.28 43.3 710 15.0 246 228 9,490 75.1 3,130 3.65 9.27 2.10 5.33 52.0 852 18.3 300 272 11,300 88.6 3,690 3.72 9.45 2.12 5.38 60.4 990 21.4 351 53.8 2,240 2.18 90.7 3.90 9.91 0.785 1.99 10.9 179 1.10 18.0 68.9 2,870 2.89 120 3.95 10.0 0.810 2.06 13.8 226 1.45 23.8 81.9 3,410 3.56 148 4.05 10.3 0.845 2.15 16.2 265 1.78 29.2 96.3 4,010 4.29 179 4.14 10.5 0.874 2.22 18.8 308 2.14 35.1 118 4,910 11.4 475 4.27 10.8 1.33 3.38 23.2 380 3.97 65.1 144 5,990 14.1 587 4.35 11.0 1.36 3.45 27.9 457 4.89 80.1 170 7,080 16.7 695 4.38 11.1 1.37 3.48 32.4 531 5.75 94.2 170 7,080 36.6 1,520 4.19 10.6 1.94 4.93 35.0 574 9.20 151 209 8,700 45.0 1,870 4.27 10.8 1.98 5.03 42.1 690 11.3 185 248 10,300 53.4 2,220 4.33 11.0 2.01 5.11 49.1 805 13.3 218 272 11,300 93.4 3,890 4.35 11.0 2.54 6.45 54.6 895 18.7 306 303 12,600 103 4,290 4.37 11.1 2.56 6.50 60.0 983 20.6 338 341 14,200 116 4,830 4.39 11.2 2.57 6.53 66.7 1,090 23.0 377 394 16,400 134 5,580 4.44 11.3 2.59 6.58 75.7 1,240 26.4 433 455 18,900 154 6,410 4.49 11.4 2.60 6.60 85.9 1,410 30.1 493 534 22,200 179 7,450 4.54 11.5 2.63 6.68 98.5 1,610 34.8 570 623 25,900 207 8,620 4.60 11.7 2.65 6.73 112 1,840 40.0 655 716 29,800 236 9,820 4.66 11.8 2.68 6.81 126 2,060 45.3 742 W 4 4 4 W 5 5 5 W 6 6 4 W 6 6 6 W 8 8 4 W 8 8 5¼ W 8 8 6½ W 8 8 8 W 10 10 4 W10 10 5¾ W10 10 8 W10 10 10
Depth of Flange Web Corner Area of esignation Unit Weight Section Thickness Radius Section (h) Width (B) Thickness (t 2 ) (t 1 ) ( r ) in lbs/ft kg/m in² cm² in mm in mm in mm in mm in mm W 12 12 4 W 12 12 6½ W 12 12 8 14 20.83 4.16 26.84 11.91 302.5 3.970 100.8 0.225 5.72 0.200 5.08 16 23.81 4.71 30.39 11.99 304.5 3.900 101.3 0.265 6.73 0.220 5.59 19 28.28 5.57 35.94 12.16 308.9 4.005 101.7 0.350 8.89 0.235 5.97 22 32.74 6.48 41.81 12.31 312.7 4.030 102.4 0.425 10.80 0.260 6.60 26 38.69 7.65 49.35 12.22 310.4 6.490 164.8 0.380 9.65 0.230 5.84 30 44.64 8.79 56.71 12.34 313.4 6.520 165.6 0.440 11.18 0.260 6.60 35 52.09 10.3 66.45 12.50 317.5 6.560 166.6 0.520 13.21 0.300 7.62 40 59.53 11.8 76.13 11.94 303.3 8.005 203.3 0.515 13.08 0.295 7.49 45 66.97 13.2 85.16 12.06 306.3 8.045 204.3 0.575 14.60 0.335 8.51 50 74.41 14.7 94.84 12.19 309.6 8.080 205.2 0.640 16.26 0.370 9.40 W 12 53 78.87 15.6 100.6 12.06 306.3 9.995 253.9 0.575 14.60 0.345 8.76 12 10 58 86.31 17.0 109.7 12.19 309.6 10.010 254.3 0.640 16.26 0.360 9.14 0.30 7.6 0.30 7.6 0.60 15.2 0.60 15.2 W 12 12 12 65 96.73 19.1 123.2 12.12 307.8 12.000 304.8 0.605 15.37 0.390 9.91 72 107.1 21.1 136.1 12.25 311.2 12.040 305.8 0.670 17.02 0.430 10.92 79 117.6 23.2 149.7 12.38 314.5 12.080 306.8 0.735 18.67 0.470 11.94 87 129.5 25.6 165.2 12.53 318.3 12.125 308.0 0.810 20.57 0.515 13.08 96 142.9 28.2 181.9 12.71 322.8 12.160 308.9 0.900 22.86 0.550 13.97 106 157.7 31.2 201.3 12.89 327.4 12.220 310.4 0.990 25.15 0.610 15.49 120 178.6 35.3 227.7 13.12 333.2 12.320 312.9 1.105 28.07 0.710 18.03 136 202.4 39.9 257.4 13.41 340.6 12.400 315.0 1.250 31.75 0.790 20.07 152 226.2 44.7 288.4 13.71 348.2 12.480 317.0 1.400 35.56 0.870 22.10 170 253.0 50.0 322.6 14.03 356.4 12.570 319.3 1.560 39.62 0.960 24.38 190 282.8 55.8 360.0 14.38 365.3 12.670 321.8 1.735 44.07 1.060 26.92 210 312.5 61.8 398.7 14.71 373.6 12.790 324.9 1.900 48.26 1.180 29.97 230 342.3 67.7 436.8 15.05 382.3 12.895 327.5 2.070 52.58 1.285 32.64 252 375.0 74.1 478.1 15.41 391.4 13.005 330.3 2.250 57.15 1.395 35.43 279 415.2 81.9 528.4 15.85 402.6 13.140 333.8 2.470 62.74 1.530 38.86 305 453.9 89.6 578.1 16.32 414.5 13.235 336.2 2.705 68.71 1.625 41.28 336 500.0 98.8 637.4 16.82 427.2 13.385 340.0 2.955 75.06 1.775 45.08 W 14 22 32.74 6.49 41.87 13.74 349.0 5.000 127.0 0.335 8.51 0.230 5.84 14 5 26 38.69 7.69 49.61 13.91 353.3 5.025 127.6 0.420 10.67 0.255 6.48 0.60 15.2 0.40 10.2 W 14 14 6¾ W 14 14 8 W 14 14 10 W 14 14 14½ 30 44.64 8.85 57.10 13.84 351.5 6.730 170.9 0.385 9.78 0.270 6.86 34 50.60 10.0 64.52 13.98 355.1 6.745 171.3 0.455 11.56 0.285 7.24 38 56.55 11.2 72.26 14.10 358.1 6.770 172.0 0.515 13.08 0.310 7.87 43 63.99 12.6 81.26 13.66 347.0 7.995 203.1 0.530 13.46 0.305 7.75 48 71.43 14.1 90.97 13.79 350.3 8.030 204.0 0.595 15.11 0.340 8.64 53 78.87 15.6 100.6 13.92 353.6 8.060 204.7 0.660 16.76 0.370 9.40 61 90.78 17.9 115.5 13.89 352.8 9.995 253.9 0.645 16.38 0.375 9.52 68 101.2 20.0 129.0 14.04 356.6 10.035 254.9 0.720 18.29 0.415 10.54 74 110.1 21.8 140.6 14.17 359.9 10.070 255.8 0.785 19.94 0.450 11.43 82 122.0 24.1 155.5 14.31 363.5 10.130 257.3 0.855 21.72 0.510 12.95 90 133.9 26.5 171.0 14.02 356.1 14.520 368.8 0.710 18.03 0.440 11.18 99 147.3 29.1 187.7 14.16 359.7 14.565 370.0 0.780 19.81 0.485 12.32 109 162.2 32.0 206.5 14.32 363.7 14.605 371.0 0.860 21.84 0.525 13.34 120 178.6 35.3 227.7 14.48 367.8 14.670 372.6 0.940 23.88 0.590 14.99 132 196.4 38.8 250.3 14.66 372.4 14.725 374.0 1.030 26.16 0.645 16.38 0.40 10.2 0.60 15.2 0.60 15.2 0.60 15.2
Moment of Inertia Radius of Gyration Modulus Section I x I y i x i y Z x Z y Designation in⁴ cm⁴ in⁴ cm⁴ in cm in cm in³ cm³ in³ cm³ in 88.6 3,690 2.36 98.2 4.62 11.7 0.753 1.91 14.9 244 1.19 19.5 103 4,290 2.82 117 4.67 11.9 0.773 1.96 17.1 280 1.41 23.1 130 5,410 3.76 157 4.82 12.2 0.822 2.09 21.3 349 1.88 30.8 156 6,490 4.66 194 4.91 12.5 0.848 2.15 25.4 416 2.31 37.9 204 8,400 17.3 720 5.17 13.1 1.51 3.84 33.4 547 5.34 87.5 238 9,910 20.3 845 5.21 13.2 1.52 3.86 38.6 633 6.24 102 285 11,900 24.5 1,020 5.25 13.3 1.54 3.91 45.6 747 7.47 122 310 12,900 44.1 1,840 5.13 13.0 1.93 4.90 51.9 850 11.0 180 350 14,600 50.0 2,080 5.15 13.1 1.94 4.93 58.1 952 12.4 203 394 16,400 56.3 2,340 5.18 13.2 1.96 4.98 64.7 1,060 13.9 228 425 17,700 95.8 3,990 5.23 13.3 2.48 6.30 70.6 1,160 19.2 315 475 19,800 107 4,450 5.28 13.4 2.51 6.38 78.0 1,280 21.4 351 533 22,200 174 7,240 5.28 13.4 3.02 7.67 87.9 1,440 29.1 477 597 24,800 195 8,120 5.31 13.5 3.04 7.72 97.4 1,600 32.4 531 662 27,600 216 8,990 5.34 13.6 3.05 7.75 107 1,750 35.8 587 740 30,800 241 10,000 5.38 13.7 3.07 7.80 118 1,930 39.7 651 833 34,700 270 11,200 5.44 13.8 3.09 7.85 131 2,150 44.4 728 933 38,800 301 12,500 5.47 13.9 3.11 7.90 145 2,380 49.3 808 1,070 44,500 345 14,400 5.51 14.0 3.13 7.95 163 2,670 56.0 918 1,240 51,600 398 16,600 5.58 14.2 3.16 8.03 186 3,050 64.2 1,050 1,430 59,500 454 18,900 5.66 14.4 3.19 8.10 209 3,420 72.8 1,190 1,650 68,700 517 21,500 5.74 14.6 3.22 8.18 235 3,850 82.3 1,350 1,890 78,700 589 24,500 5.82 14.8 3.25 8.26 263 4,310 93.0 1,520 2,140 89,100 664 27,600 5.89 15.0 3.28 8.33 292 4,790 104 1,700 2,440 101,000 742 30,900 5.97 15.2 3.31 8.41 321 5,260 115 1,880 2,720 113,000 828 34,500 6.06 15.4 3.34 8.48 353 5,780 127 2,080 3,110 129,000 938 39,000 6.16 15.6 3.38 8.59 393 6,440 143 2,340 3,550 148,000 1,050 43,700 6.29 16.0 3.42 8.69 435 7,130 159 2,610 4,060 169,000 1,190 49,500 6.41 16.3 3.47 8.81 483 7,910 177 2,900 199 8,280 7.00 291 5.54 14.1 1.04 2.64 29.0 475 2.80 45.9 245 10,200 8.91 371 5.65 14.4 1.08 2.74 35.3 578 3.54 58.0 291 12,100 19.6 816 5.73 14.6 1.49 3.78 42.0 688 5.82 95.4 340 14,200 23.3 970 5.83 14.8 1.53 3.89 48.6 796 6.91 113 385 16,000 26.7 1,110 5.88 14.9 1.55 3.94 54.6 895 7.88 129 428 17,800 45.2 1,880 5.82 14.8 1.89 4.80 62.7 1,030 11.3 185 485 20,200 51.4 2,140 5.85 14.9 1.91 4.85 70.3 1,150 12.8 210 541 22,500 57.7 2,400 5.89 15.0 1.92 4.88 77.8 1,270 14.3 234 640 26,600 107 4,450 5.98 15.2 2.45 6.22 92.2 1,510 21.5 352 723 30,100 121 5,040 6.01 15.3 2.46 6.25 103 1,690 24.2 397 796 33,100 134 5,580 6.04 15.3 2.48 6.30 112 1,840 26.6 436 882 36,700 148 6,160 6.05 15.4 2.48 6.30 123 2,020 29.3 480 999 41,600 362 15,100 6.14 15.6 3.70 9.40 143 2,340 49.9 818 1,110 46,200 402 16,700 6.17 15.7 3.71 9.42 157 2,570 55.2 905 1,240 51,600 447 18,600 6.22 15.8 3.73 9.47 173 2,830 61.2 1,000 1,380 57,400 495 20,600 6.24 15.8 3.74 9.50 190 3,110 67.5 1,110 1,530 63,700 548 22,800 6.28 16.0 3.76 9.55 209 3,420 74.5 1,220 W 12 12 4 W 12 12 6½ W 12 12 8 W 12 12 10 W 12 12 12 W 14 14 5 W 14 14 6¾ W 14 14 8 W 14 14 10 W 14 14 14½
Depth of Flange Corner Area of Web Thickness Designation Unit Weight Section Radius Section (h) Width (B) Thickness (t 2 ) (t 1 ) ( r ) in lbs/ft kg/m in² cm² in mm in mm in mm in mm in mm 145 216 42.7 275.5 14.78 375 15.500 394 1.090 27.7 0.680 17.3 159 237 46.7 300.9 14.98 380 15.565 395 1.190 30.2 0.745 18.9 176 262 51.8 334.6 15.22 387 15.650 398 1.310 33.3 0.830 21.1 193 287 56.8 366.3 15.48 393 15.710 399 1.440 36.6 0.890 22.6 211 314 62.0 399.2 15.72 399 15.800 401 1.560 39.6 0.980 24.9 233 347 68.5 442 16.04 407 15.890 404 1.720 43.7 1.070 27.2 257 382 75.6 487.1 16.38 416 15.995 406 1.890 48 1.175 29.8 283 421 83.3 537.1 16.74 425 16.110 409 2.070 52.6 1.290 32.8 W 14 14 16 W 16 16 5½ W 16 16 7 W 16 16 10¼ W 18 18 6 W 18 18 7½ 311 463 91.4 589.5 17.12 435 16.230 412 2.260 57.4 1.410 35.8 342 509 101.0 648.9 17.54 446 16.360 416 2.470 62.7 1.540 39.1 370 551 109.0 701.4 17.92 455 16.475 418 2.660 67.6 1.655 42 398 592 117.0 754.9 18.29 465 16.590 421 2.845 72.3 1.770 45 426 634 125.0 808 18.67 474 16.695 424 3.035 77.1 1.875 47.6 455 677 134.0 863.4 19.02 483 16.835 428 3.210 81.5 2.015 51.2 500 744 147.0 948.1 19.60 498 17.010 432 3.500 88.9 2.190 55.6 550 818 162.0 1043 20.24 514 17.200 437 3.820 97 2.380 60.5 605 900 178.0 1149 20.92 531 17.415 442 4.160 106 2.595 65.9 665 990 196.0 1262 21.64 550 17.650 448 4.520 115 2.830 71.9 730 1086 215.0 1386 22.42 569 17.890 454 4.910 125 3.070 78 26 38.69 7.68 49.55 15.69 398.5 5.500 139.7 0.345 8.76 0.250 6.35 31 46.13 9.12 58.84 15.88 403.4 5.525 140.3 0.440 11.18 0.275 6.98 36 53.57 10.6 68.39 15.86 402.8 6.985 177.4 0.430 10.92 0.295 7.49 40 59.53 11.8 76.13 16.01 406.7 6.995 177.7 0.505 12.83 0.305 7.75 45 66.97 13.3 85.81 16.13 409.7 7.035 178.7 0.565 14.35 0.345 8.76 50 74.41 14.7 94.84 16.26 413.0 7.070 179.6 0.630 16.00 0.380 9.65 57 84.83 16.8 108.4 16.43 417.3 7.120 180.8 0.715 18.16 0.430 10.92 67 99.71 19.7 127.1 16.33 414.8 10.235 260.0 0.665 16.89 0.395 10.03 77 114.6 22.6 145.8 16.52 419.6 10.295 261.5 0.760 19.30 0.455 11.56 89 132.4 26.2 169.0 16.75 425.4 10.365 263.3 0.875 22.22 0.525 13.33 100 148.8 29.4 189.7 16.97 431.0 10.425 264.8 0.985 25.02 0.585 14.86 35 52.09 10.3 66.45 17.70 449.6 6.000 152.4 0.425 10.80 0.300 7.62 40 59.53 11.8 76.13 17.90 454.7 6.015 152.8 0.525 13.34 0.315 8.00 46 68.46 13.5 87.10 18.06 458.7 6.060 153.9 0.605 15.37 0.360 9.14 50 74.41 14.7 94.84 17.99 456.9 7.495 190.4 0.570 14.48 0.355 9.02 55 81.85 16.2 104.5 18.11 460.0 7.530 191.3 0.630 16.00 0.390 9.91 60 89.29 17.6 113.5 18.24 463.3 7.555 191.9 0.695 17.65 0.415 10.54 65 96.73 19.1 123.2 18.35 466.1 7.590 192.8 0.750 19.05 0.450 11.43 71 105.7 20.8 134.2 18.47 469.1 7.635 193.9 0.810 20.57 0.495 12.57 0.59 15 0.40 10.2 0.40 10.2 0.40 10.2 0.40 10.2 0.40 10.2
Moment of Inertia Radius of Gyration Modulus Section I x I y i x i y Z x Z y Designation in⁴ cm⁴ in⁴ cm⁴ in cm in cm in³ cm³ in³ cm³ in 1,710 71,140 677 28,250 6.33 16.07 3.98 10.13 232 3,794 87.3 1,434 1,900 78,780 748 31,040 6.38 16.18 4.00 10.16 254 4,146 96.2 1,572 2,140 89,410 838 35,020 6.43 16.35 4.02 10.23 281 4,620 107 1,760 2,400 99,710 931 38,780 6.50 16.5 4.05 10.29 310 5,074 119 1,944 2,660 110,200 1,030 42,600 6.55 16.62 4.07 10.33 338 5,525 130 2,125 3,010 124,900 1,150 48,090 6.63 16.81 4.10 10.43 375 6,140 145 2,380 3,400 141,300 1,290 53,620 6.71 17.03 4.13 10.49 415 6,794 161 2,641 3,840 159,600 1,440 60,080 6.79 17.24 4.17 10.58 459 7,510 179 2,938 4,330 180,200 1,610 67,040 6.88 17.48 4.20 10.66 506 8,283 199 3,254 4,900 204,500 1,810 75,400 6.98 17.75 4.24 10.78 559 9,172 221 3,625 5,440 226,100 1,990 82,490 7.07 17.95 4.27 10.85 607 9,939 241 3,947 W 14 14 16 6,000 250,200 2,170 90,170 7.16 18.2 4.31 10.93 656 10,760 262 4,284 6,600 274,200 2,360 98,250 7.26 18.42 4.34 11.03 707 11,570 283 4,634 7,190 299,500 2,560 106,900 7.33 18.62 4.38 11.13 756 12,400 304 4,994 8,210 342,100 2,880 119,900 7.48 19 4.43 11.25 838 13,740 339 5,552 9,430 392,200 3,250 135,500 7.63 19.39 4.49 11.4 931 15,260 378 6,203 10,800 450,200 3,680 153,300 7.80 19.79 4.55 11.55 1,040 16,960 423 6,938 12,400 518,900 4,170 173,400 7.98 20.27 4.62 11.72 1,152 18,870 472 7,739 14,300 595,700 4,720 196,200 8.17 20.73 4.69 11.9 1,280 20,940 527 8,645 301 12,500 9.59 399 6.26 15.9 1.12 2.84 38.4 629 3.49 57.2 375 15,600 12.4 516 6.41 16.3 1.17 2.97 47.2 773 4.49 73.6 W 16 16 5½ 448 18,600 24.5 1,020 6.51 16.5 1.52 3.86 56.5 926 7.00 115 518 21,600 28.9 1,200 6.63 16.8 1.57 3.99 64.7 1,060 8.25 135 586 24,400 32.8 1,370 6.65 16.9 1.57 3.99 72.7 1,190 9.34 153 659 27,400 37.2 1,550 6.68 17.0 1.59 4.04 81.0 1,330 10.5 172 W 16 16 7 758 31,600 43.1 1,790 6.72 17.1 1.60 4.06 92.2 1,510 12.1 198 954 39,700 119 4,950 6.96 17.7 2.46 6.25 117 1,920 23.2 380 1,110 46,200 138 5,740 7.00 17.8 2.47 6.27 134 2,200 26.9 441 1,300 54,100 163 6,780 7.05 17.9 2.49 6.32 155 2,540 31.4 515 W 16 16 10¼ 1,490 62,000 186 7,740 7.10 18.0 2.52 6.40 175 2,870 35.7 585 510 21,200 15.3 637 7.04 17.9 1.22 3.10 57.6 944 5.12 84 612 25,500 19.1 795 7.21 18.3 1.27 3.23 68.4 1,120 6.35 104 712 29,600 22.5 937 7.25 18.4 1.29 3.28 78.8 1,290 7.43 122 W 18 18 6 800 33,300 40.1 1,670 7.38 18.7 1.65 4.19 88.9 1,460 10.7 175 890 37,000 44.9 1,870 7.41 18.8 1.67 4.24 98.3 1,610 11.9 195 984 41,000 50.1 2,090 7.47 19.0 1.69 4.29 108 1,770 13.3 218 1,070 44,500 54.8 2,280 7.49 19.0 1.69 4.29 117 1,920 14.4 236 W 18 18 7½ 1,170 48,700 60.3 2,510 7.50 19.0 1.70 4.32 127 2,080 15.8 259
Designation Unit Weight Area of Section Depth of Flange Section(h) Width (B) Thickness (t 2 ) Web Thickness (t 1 ) Corner Radius( r ) in lbs/ft kg/m in² cm² in mm in mm in mm in mm in mm W 18 18 11 76 113.1 22.3 143.9 18.21 462.5 11.035 280.3 0.680 17.27 0.425 10.80 86 128.0 25.3 163.2 18.39 467.1 11.090 281.7 0.770 19.56 0.480 12.19 97 144.4 28.5 183.9 18.59 472.2 11.145 283.1 0.870 22.10 0.535 13.59 106 157.7 31.1 200.6 18.73 475.7 11.200 284.5 0.940 23.88 0.590 14.99 119 177.1 35.1 226.5 18.97 481.8 11.265 286.1 1.060 26.92 0.655 16.64 130 193.4 38.2 246.5 19.25 488.9 11.160 283.5 1.200 30.48 0.670 17.02 143 212.8 42.1 271.6 19.49 495.0 11.220 285.0 1.320 33.53 0.7730 19.63 158 235.1 46.3 298.7 19.72 500.9 11.300 287.0 1.440 36.58 0.810 20.57 175 260.4 51.3 331.0 20.04 509.0 11.375 288.9 1.590 40.39 0.890 22.61 0.40 10.2 W 18 18 11¼ W 21 21 6½ W 21 21 8¼ W 21 21 12¼ W 24 24 7 192 285.7 56.4 363.9 20.35 516.9 11.455 291.0 1.750 44.45 0.960 24.38 211 314.0 62.1 400.7 20.67 525.0 11.555 293.5 1.910 48.51 1.060 26.92 234 348.2 68.8 443.9 21.06 534.9 11.650 295.9 2.110 53.59 1.160 29.46 258 383.9 75.9 489.7 21.46 545.1 11.770 299.0 2.300 58.42 1.280 32.51 283 421.1 83.2 536.8 21.85 555.0 11.890 302.0 2.500 63.50 1.400 35.56 311 462.8 91.5 590.4 22.32 567.0 12.005 304.9 2.740 69.60 1.520 38.61 44 65.48 13.0 83.87 20.66 524.8 6.500 165.1 0.450 11.43 0.350 8.89 50 74.41 14.7 94.84 20.83 529.1 6.530 165.9 0.535 13.59 0.380 9.65 57 84.83 16.7 107.7 21.06 534.9 6.555 166.5 0.650 16.51 0.405 10.29 62 92.27 18.3 118.1 20.99 533.1 8.240 209.3 0.615 15.62 0.400 10.16 68 101.2 20.0 129.0 21.13 536.7 8.270 210.1 0.685 17.40 0.430 10.92 73 108.6 21.5 138.7 21.24 539.5 8.295 210.7 0.740 18.80 0.455 11.56 83 123.5 24.3 156.8 21.43 544.3 8.355 212.2 0.835 21.21 0.515 13.08 93 138.4 27.3 176.1 21.62 549.1 8.420 213.9 0.930 23.62 0.580 14.73 101 150.3 29.8 192.3 21.36 542.5 12.290 312.2 0.800 20.32 0.500 12.70 111 165.2 32.7 211.0 21.51 546.4 12.340 313.4 0.875 22.22 0.550 13.97 122 181.6 35.9 231.6 21.68 550.7 12.390 314.7 0.960 24.38 0.600 15.24 132 196.4 38.8 250.3 21.83 554.5 12.440 316.0 1.035 26.29 0.650 16.51 147 218.8 43.2 278.7 22.06 560.3 12.510 317.8 1.150 29.21 0.720 18.29 166 247.0 48.8 314.9 22.48 571.0 12.420 315.5 1.360 34.54 0.750 19.05 182 270.8 53.6 345.8 22.72 577.1 12.500 317.5 1.480 37.59 0.830 21.08 201 299.1 59.2 382.0 23.03 585.0 12.575 319.4 1.630 41.40 0.910 23.11 223 331.8 65.4 422.0 23.35 593.1 12.675 321.9 1.790 45.46 1.000 25.40 248 369.0 72.8 469.7 23.74 603.0 12.775 324.5 1.990 50.55 1.100 27.94 275 409.2 80.8 521.3 24.13 612.9 12.890 327.4 2.190 55.63 1.220 30.99 300 446.4 88.2 569.0 24.53 623.06 12.990 329.9 2.380 60.45 1.320 33.53 333 495.5 97.9 631.7 25.00 635.0 13.130 333.5 2.620 66.55 1.460 37.08 364 541.6 107.0 690.4 25.47 646.9 13.265 336.9 2.850 72.39 1.590 40.39 402 598.2 118.0 761.3 26.02 660.9 13.405 340.5 3.130 79.50 1.730 43.94 55 81.85 16.2 104.5 23.57 598.7 7.005 177.9 0.505 12.83 0.395 10.03 62 92.27 18.2 117.4 23.74 603.0 7.040 178.8 0.590 14.99 0.430 10.92 0.40 10.2 0.50 12.7 0.50 12.7 0.50 12.7 0.50 12.7
W 24 24 9 68 101.2 20.1 129.7 23.73 602.7 8.965 227.7 0.585 14.86 0.415 10.54 76 113.1 22.4 144.5 23.92 607.6 8.990 228.3 0.680 17.27 0.440 11.18 84 125.0 24.7 159.4 24.10 612.1 9.020 229.1 0.770 19.56 0.470 11.94 94 139.9 27.7 178.7 24.31 617.5 9.065 230.3 0.875 22.22 0.515 13.08 103 153.3 30.3 195.5 24.53 623.06 9.000 228.6 0.980 24.89 0.550 13.97 0.50 12.7 *W 24 24 12¾ *W 24 27 10 104 155 30.6 197.3 24.06 611 12.750 324 0.750 19 0.500 12.7 117 174 34.4 222 24.26 616 12.800 325 0.850 21.6 0.550 14 131 195 38.5 249.3 24.48 622 12.855 327 0.960 24.4 0.605 15.4 146 217 43.0 277.6 24.74 628 12.900 328 1.090 27.7 0.650 16.5 162 241 47.7 303.4 25.00 635 12.950 329 1.220 31 0.705 17.1 176 262 51.7 333.6 25.24 641.1 12.890 327 1.340 34.4 0.750 19.05 192 285 56.3 363.6 25.47 647 12.950 329 1.460 37.1 0.810 20.6 207 308 60.7 391.6 25.71 653 13.010 330 1.570 39.9 0.870 2.21 229 341 67.2 433.7 26.02 661 13.110 333 1.730 43.9 0.960 24.4 250 372 73.5 474.2 26.34 669 13.185 335 1.890 48.0 1.040 26.32 279 415 82.0 529.4 26.73 679 13.305 338 2.090 53.1 1.160 29.5 306 455 89.8 579.4 27.13 689.1 13.405 341 2.280 57.9 1.260 32.004 335 498 98.4 634.8 27.52 699 13.520 343 2.480 63 1.380 35.1 370 550 108.0 696.8 27.99 711 13.660 345 2.720 69.09 1.520 30.61 408 608 119.0 774.4 28.54 725 13.800 351 2.990 75.9 1.650 4145.9 450 670 132.0 851.7 29.09 739 13.995 355 3.270 83.05 1.810 45.974 492 732 144.0 933.5 29.65 753 14.115 359 3.540 89.9 1.970 50 84 125.0 24.8 160.0 26.71 678.4 9.960 253.0 0.640 16.26 0.460 11.68 94 139.9 27.7 178.7 26.92 683.8 9.990 253.7 0.745 18.92 0.490 12.45 102 151.8 30.0 193.5 27.09 688.1 10.015 254.4 0.830 21.08 0.515 13.08 114 169.7 33.5 216.1 27.29 693.2 10.070 255.8 0.930 23.62 0.570 14.48 129 192 37.8 243.9 27.63 701.8 10.010 254.3 1.100 354 0.610 15.49 0.51 13 * 주문판매 Moment of Inertia Radius of Gyration Modulus Section I x I y i x i y Z x Z y Designation in⁴ cm⁴ in⁴ cm⁴ in cm in cm in³ cm³ in³ cm³ in 1,330 55,400 152 6,330 7.73 19.6 2.61 6.63 146 2,390 27.6 452 1,530 63,700 175 7,280 7.77 19.7 2.63 6.68 166 2,720 31.6 518 1,750 72,800 201 8,370 7.82 19.9 2.65 6.73 188 3,080 36.1 592 1,910 79,500 220 9,160 7.84 19.9 2.66 6.76 204 3,340 39.4 646 W 18 18 11 2,190 91,200 253 10,500 7.90 20.1 2.69 6.83 231 3,790 44.9 736 2,460 102,400 278 11,570 8.03 20.4 2.70 6.86 256 4,190 49.9 817 2,750 114,400 311 12,940 8.09 20.6 2.72 6.91 282 4,610 55.5 909 W 18 18 11¼ 3,060 127,300 347 14,440 8.12 20.6 2.74 6.96 310 5,070 61.4 1,000 3,450 143,600 391 16,270 8.20 20.8 2.76 7.01 344 5,630 68.8 1,120 3,870 161,100 440 18,310 8.28 21.0 2.79 7.09 380 6,220 76.8 1,250 4,333 180,300 493 20,520 8.35 21.2 2.82 7.16 419 6,860 85.3 1,390
4,900 203,900 558 23,230 8.44 21.4 2.85 7.24 466 7,633 95.8 1,569 5,510 229,300 628 26,140 8.53 21.7 2.88 7.32 514 8,419 107 1,753 6,160 256,400 704 29,300 8.61 21.9 2.91 7.39 564 9,238 118 1,933 6,960 289,700 795 33,090 8.72 22.1 2.95 7.49 624 10,220 132 2,162 843 35,100 20.7 862 8.06 20.5 1.26 3.20 81.6 1,340 6.36 104 984 41,000 24.9 1,040 8.18 20.8 1.30 3.30 94.5 1,550 7.64 125 1,170 48,700 30.6 1,270 8.36 21.2 1.35 3.43 111 1,820 9.35 153 W 21 21 6½ 1,330 55,400 57.5 2,390 8.54 21.7 1.77 4.50 127 2,080 13.9 228 1,480 61,600 64.7 2,690 8.60 21.8 1.80 4.57 140 2,290 15.7 257 1,600 66,600 70.6 2,940 8.64 21.9 1.81 4.60 151 2,470 17.0 279 1,830 76,200 81.4 3,390 8.67 22.0 1.83 4.65 171 2,800 19.5 320 W 21 21 8¼ 2,070 86,200 92.9 3,870 8.70 22.1 1.84 4.67 192 3,150 22.1 362 2,420 101,000 248 10,300 9.02 22.9 2.89 7.34 227 3,720 40.3 660 2,670 111,000 274 11,400 9.05 23.0 2.90 7.37 249 4,080 44.5 729 2,960 123,000 305 12,700 9.09 23.1 2.92 7.42 273 4,470 49.2 806 3,220 134,000 333 13,900 9.12 23.2 2.93 7.44 295 4,830 53.5 877 3,630 151,000 376 15,700 9.17 23.3 2.95 7.49 329 5,390 60.1 985 4,280 178,100 435 18,100 9.36 23.8 2.98 7.57 380 6,220 70.1 1,148 4,730 196,910 483 20,100 9.40 23.9 3.00 7.62 417 6,830 77.2 1,265 5,310 221,000 542 22,500 9.47 24.1 3.02 7.67 461 7,510 86.1 1,410 5,950 247,700 609 25,350 9.54 24.2 3.05 7.75 510 8,350 96.1 1,574 W 21 21 12¼ 6,760 281,400 694 28,890 9.63 24.5 3.09 7.85 569 9,320 109 1,785 7,620 317,200 785 32,680 9.71 24.7 3.12 7.92 632 10,350 122 1,998 8,480 353,000 873 36,343 9.81 24.9 3.15 8.00 692 11,330 134 2,195 9,610 400,000 994 41,380 9.91 25.2 3.19 8.10 769 12,590 151 2,473 10,800 449,600 1120 46,620 10.0 25.4 3.23 8.20 846 13,850 168 2,752 12,200 507,800 1270 52,870 10.2 25.9 3.27 8.31 937 15,340 189 3,096 1,350 56,200 29.1 1,210 9.11 23.1 1.34 3.40 114 1,870 8.30 136 1,550 64,500 34.5 1,440 9.23 23.4 1.38 3.51 131 2,150 9.80 161 W 24 24 7 1,830 76,200 70.4 2,930 9.55 24.3 1.87 4.75 154 2,520 15.7 257 2,100 87,400 82.5 2,430 9.69 24.6 1.92 4.88 176 2,880 18.4 302 2,370 98,600 94.4 3,930 9.79 24.9 1.95 4.95 196 3,210 20.9 342 2,700 112,000 109 4,540 9.87 25.1 1.98 5.03 222 3,640 24.0 393 3,000 124,800 119 4,950 9.96 25.3 1.99 5.05 245 4,010 26.5 434 3,100 129,000 259 10,780 10.1 25.57 2.91 7.39 258 4,220 40.7 665.5 3,540 147,200 297 12,370 10.1 25.74 2.94 7.46 291 4,770 46.5 761.4 W 24 24 9 *W 24 24 12¾ 4,020 167,900 340 14,240 10.2 25.95 2.97 7.56 329 5,390 53.0 870.9 4,580 190,800 391 16,310 10.3 26.21 3.01 7.67 371 6,070 60.5 994.8 5,170 214,200 443 18,430 10.4 26.57 3.05 7.79 414 6,740 68.4 1,120 5,680 236,400 479 19,940 10.5 26.67 3.04 7.72 450 7,370 74.3 1,217 6,260 260,700 530 22,060 10.5 26.78 3.07 7.79 491 8,050 81.8 1,341 6,820 283,900 578 24,060 10.6 26.92 3.08 7.82 531 8,690 88.8 1,455
7,650 318,300 651 27,090 10.7 27.09 3.11 7.9 588 9,630 99.4 1,627 8,490 353,400 724 30,140 10.7 27.09 3.14 7.98 644 10,540 110 1,802 9,600 399,800 823 34,300 10.8 27.48 3.17 8.05 718 11,780 124 2,030 10,700 445,400 919 38,250 10.9 27.69 3.20 8.13 789 12,920 137 2,244 11,900 494,700 1030 42,580 11.0 27.92 3.23 8.19 864 14,150 152 2,483 13,400 557,800 1160 48,290 11.1 28.19 3.28 8.33 957 15,670 170 2,785 15,100 630,700 1320 55,060 11.3 28.54 3.33 8.43 1,060 17,400 191 3,137 17,100 711,800 1490 62,020 11.4 28.96 3.36 8.53 1,170 19,160 214 3,505 19,100 793,500 1670 69,930 11.5 29.16 3.41 8.66 1,290 21,080 237 3,896 2,850 119,000 106 4,410 10.7 27.2 2.07 5.26 213 3,490 21.2 347 3,270 136,000 124 5,160 10.9 27.7 2.12 5.38 243 3,980 24.8 406 3,620 151,000 139 5,790 11.0 27.9 2.15 5.46 267 4,380 27.8 456 *W 24 27 10 4,090 170,000 159 6,620 11.0 27.9 2.18 5.54 299 4,900 31.5 516 4,760 198,100 184 7,660 11.2 28.45 2.21 5.61 345 5,650 36.8 603 * 주문판매 Depth of Flange Web Corner Area of Designation Unit Weight Section Thickness Radius Section (h) Width (B) Thickness (t 2 ) (t 1 ) ( r ) in lbs/ft kg/m in² cm² in mm in mm in mm in mm in mm 146 217 43.0 277.4 27.38 695 13.965 355 0.975 24.8 0.605 15.4 161 240 47.4 305.6 27.59 701 14.020 356 1.080 27.4 0.660 16.8 178 265 52.3 337 27.81 706 14.085 358 1.190 30.2 0.725 18.4 194 289 57.0 367.8 28.11 714 14.035 357 1.340 34.3 0.750 19.1 217 323 63.8 411.8 28.43 722 14.115 359 1.500 38.1 0.830 21.1 235 350 69.1 445.8 28.66 728 14.190 360 1.610 40.9 0.910 23.1 *W 27 27 14 *W 30 30 10½ *W 30 30 15 258 384 75.7 488.6 28.98 736 14.270 362 1.770 45.0 0.980 24.9 281 418 82.6 532.9 29.29 744 14.350 365 1.930 49.0 1.060 26.9 307 457 90.2 582.2 29.61 752 14.445 367 2.090 53.1 1.160 29.5 336 500 98.7 636.8 30.00 762 14.545 356 2.280 57.9 1.260 32.0 368 548 108.1 697.4 30.39 772 14.665 372 2.480 63.0 1.060 35.1 407 606 119.0 767.8 30.87 784 14.800 376 2.720 69.1 1.160 29.5 448 667 131.4 848 31.42 798 14.940 379 2.990 75.9 1.650 41.9 494 735 145.0 935.5 31.97 812 15.095 383 3.270 83.1 1.810 46.0 539 802 158.3 1021 32.52 826 15.255 387 3.540 89.9 1.970 50.0 90 133.9 26.4 170.3 29.53 750 10.400 264 0.610 15.5 0.470 11.9 99 147 29.1 187.5 29.65 753 10.450 265 0.670 17 0.520 13.2 108 160.7 31.7 204.5 29.83 758 10.475 266 0.760 19.30 0.545 13.8 116 173 34.2 221.3 30.01 762 10.495 267 0.850 21.6 0.565 14.4 124 184.5 36.5 235.5 30.17 766 10.515 267 0.930 23.62 0.585 14.9 132 196 38.9 250.8 30.31 770 10.545 268 1.000 25.4 0.615 15.6 148 220 43.5 280.7 30.67 779 10.480 266 1.180 30.0 0.650 16.5 173 257 50.8 328.3 30.44 773 14.985 381 1.065 27.1 0.655 16.6 191 284 56.1 361.8 30.68 779 15.040 382 1.185 30.1 0.710 18.0 0.59 15 0.65 16.5 0.67 17
W 33 33 11½ *W 33 33 15¾ W 36 36 12 *W 36 36 16½ 211 314 62.0 400.7 30.94 786 15.105 384 1.315 33.4 0.775 19.7 235 320 69.0 445.2 31.30 795 15.055 382 1.500 38.1 0.830 21.1 261 389 76.7 494.8 31.61 803 15.155 385 1.650 41.9 0.930 23.6 292 435 85.7 552.9 32.01 813 15.255 388 1.850 47.0 1.020 25.9 326 484 95.7 617.3 32.40 823 15.370 390 2.050 52.1 1.140 29.0 357 531 104.0 671.0 32.80 833 15.470 393 2.240 56.9 1.240 31.5 391 582 114.0 741.6 33.19 843 15.590 396 2.440 62 1.360 34.5 433 644 127.0 819.4 33.66 855 15.725 399 2.680 68.1 1.500 38.1 477 710 140.0 903.9 34.21 869 15.865 403 2.950 74.9 1.630 41.4 526 783 154.0 993.6 34.76 883 16.020 407 3.230 82.0 1.790 45.5 581 865 170.0 1,101 35.39 899 16.200 411 3.540 89.9 1.970 50.0 118 176 34.7 223.9 32.86 835 11.480 292 0.740 18.8 0.550 14.0 130 193 38.3 247.1 33.09 841 11.510 292 0.855 21.7 0.580 14.7 141 210 41.6 268.4 33.30 846 11.535 293 0.960 24.4 0.605 15.4 152 226 44.7 288.4 33.49 851 11.565 294 1.055 26.8 0.635 16.1 169 252 49.5 319.4 33.82 859 11.500 292 1.220 31.0 0.670 17.0 201 299 59.1 381.4 33.68 855 15.745 400 1.150 29.2 0.715 18.2 221 329 65.0 419.7 33.93 862 15.805 401 1.275 32.4 0.775 19.7 241 359 70.9 457.8 34.18 868 15.860 403 1.400 35.6 0.830 21.1 263 391 77.4 499.4 34.53 877 15.805 401 1.570 39.9 0.870 22.1 291 433 85.6 552 34.84 885 15.905 404 1.730 43.9 0.960 24.4 318 473 93.5 603.3 35.16 893 15.985 404 1.890 48.0 1.040 26.4 354 527 104.0 672.2 35.55 903 16.100 409 2.090 53.1 1.160 29.5 387 576 113.0 729.1 35.95 913 16.200 411 2.280 57.9 1.260 32.0 424 631 124.0 804.2 36.34 923 16.315 414 2.480 63 1.380 35.1 468 696 137.0 883.9 36.81 935 16.455 418 2.720 69.1 1.520 38.6 515 767 151.0 975.9 37.36 949 16.590 421 2.990 75.9 1.650 41.9 567 844 166.0 1,071 37.91 963 16.750 425 3.270 83.0 1.810 46.0 619 922 181.0 1,175 38.47 977 16.910 430 3.540 89.9 1.970 50.0 135 201 39.7 256.1 35.55 903 11.950 304 0.790 20.1 0.600 15.2 150 223 44.2 285.2 35.85 911 11.975 304 0.940 23.9 0.625 15.9 160 238 47.0 303.2 36.01 915 12.000 305 1.020 25.9 0.650 16.5 170 253 50.0 322.6 36.17 915 12.030 306 1.100 27.9 0.680 17.3 182 271 53.6 345.8 36.33 923 12.075 307 1.180 30.0 0.725 18.4 194 289 57.0 367.8 36.49 927 12.115 308 1.260 32.0 0.765 19.4 210 313 61.8 398.7 36.69 932 12.180 309 1.360 34.5 0.830 21.1 232 345 68.1 439.4 37.12 943 12.120 308 1.570 39.9 0.870 22.1 256 381 75.4 486.5 37.43 951 12.215 310 1.730 43.9 0.960 24.4 230 342 67.6 436.1 35.90 912 16.470 418 1.260 32 0.760 19.3 245 365 72.1 464.4 36.08 916 16.510 419 1.350 34.3 0.800 20.3 260 387 76.5 493 36.26 921 16.550 420 1.440 36.6 0.840 21.3 280 417 82.4 532.5 36.52 928 16.595 422 1.570 39.9 0.885 22.5 300 446 88.3 569.6 36.74 933 16.655 423 1.680 42.7 0.945 24.0 328 488 96.4 622.0 37.09 942 16.630 422 1.850 47.0 1.020 25.9 359 534 105.0 680.1 37.40 950 16.730 425 2.010 51.1 1.120 28.4 393 585 115.0 742.0 37.80 960 16.830 427 2.200 55.9 1.220 31.0 0.71 18 0.71 18 0.94 24 0.94 24
439 653 128.0 831.9 38.26 972 16.965 431 2.440 62 1.360 34.5 485 722 142.0 916.2 38.74 984 17.105 434 2.680 68.1 1.500 38.1 527 784 154.0 997.7 39.21 996 17.220 437 2.910 73.9 1.610 40.9 588 875 172.0 1,109.7 39.84 1,012 17.400 442 3.230 82.0 1.790 44.7 650 967 190.0 1231 40.47 1,028 17.575 446 3.540 89.9 1.970 50.0 720 1,071 211.0 1,361.4 41.19 1,046 17.775 451 3.900 99.1 2.165 55.0 798 1,188 234.0 1514 41.97 1,066 17.990 457 4.290 109 2.380 60.5 848 1,262 249.0 1606.5 42.45 1,078 18.130 461 4.530 115.1 2.520 64.0 *W 40 40 11¾ 149 222 43.8 282.6 38.20 970 11.810 300 0.830 21.1 0.630 16.0 167 249 49.1 316.8 38.59 980 11.810 300 1.025 26.0 0.650 16.5 183 272 53.7 346.5 38.98 990 11.810 300 1.220 31.0 0.650 16.5 199 296 58.4 376.8 38.67 982 15.750 400 1.065 27.1 0.650 16.5 215 320 63.3 408.4 38.98 990 15.750 400 1.220 31.0 0.650 16.5 249 371 73.3 472.9 39.38 1,000 15.750 400 1.420 36.1 0.750 19.1 277 412 81.3 524.5 39.69 1,008 15.830 402 1.575 40.0 0.830 21.1 297 442 87.4 563.9 39.84 1,012 15.825 402 1.650 41.9 0.930 23.6 *W 40 40 15¾ 324 482 95.3 614.9 40.16 1,020 15.905 404 1.810 46.0 1.000 25.4 362 539 106.0 683.9 40.55 1,030 16.020 407 2.010 51.1 1.120 28.5 397 591 116.0 748.4 40.95 1,040 16.120 409 2.200 55.9 1.220 31.0 436 649 128.0 825.9 41.34 1,050 16.240 412 2.400 61.0 1.340 34.0 480 714 140.0 903.3 41.81 1,062 16.360 416 2.640 67.1 1.460 37.1 531 790 156.0 1006.5 42.34 1,075 16.510 419 2.910 73.9 1.610 40.9 593 882 174.0 1122.6 42.99 1,092 16.690 424 3.230 82.0 1.790 45.5 655 974 192.0 1238.8 43.62 1,108 16.870 428 3.540 89.9 1.970 50.0 192 286 56.5 364.5 38.20 970 17.710 450 0.830 21.1 0.710 18.0 221 329 64.8 418.1 38.67 982 17.710 450 1.065 27.1 0.710 18.0 *W 40 40 17¾ 244 363 71.7 462.6 39.06 992 17.710 450 1.260 32.0 0.710 18.0 268 399 78.8 508.4 39.37 1,000 17.750 451 1.415 35.9 0.750 19.1 298 443 87.6 565.2 39.69 1,008 17.830 453 1.575 40.0 0.830 21.1 328 488 96.4 622.0 40.00 1,016 17.910 455 1.730 43.9 0.910 23.1 198 295 58.0 374.2 42.91 1,090 11.811 300 1.220 31.0 0.709 18.0 *W 44 44 11¾ 224 333 65.8 424.5 43.31 1,100 11.811 300 1.416 36.0 0.787 20.0 248 369 72.8 469.7 43.62 1,107 11.811 300 1.575 40.0 0.865 22.0 * 주문판매 285 424 83.8 540.7 44.02 1,118 11.811 300 1.772 45.0 1.024 26.0 Moment of Inertia Radius of Gyration Modulus Section I x I y i x i y Z x Z y Designation in⁴ cm⁴ in⁴ cm⁴ in cm in cm in³ cm³ in³ cm³ in 5,630 234,300 443 18,510 11.4 29.06 3.21 8.17 411 6,742 63.5 1,043 6,280 261,200 497 20,630 11.5 29.23 3.24 8.22 455 7,451 70.9 1,159 6,990 290,300 555 23,130 11.6 29.35 3.26 8.29 502 8,223 78.8 1,292 7,820 325,500 618 25,730 11.7 29.72 3.29 8.36 556 9,118 88.1 1,444 8,870 369,500 704 29,430 11.8 29.96 3.32 8.45 624 10,240 99.8 1,640 9,660 402,100 768 31,970 11.8 29.96 3.33 8.46 674 11,050 108 1,771 *W 27 27 14
10,800 447,400 859 3,670 11.9 30.26 3.37 8.54 742 12,160 120 1,971 11,900 495,300 953 3,670 12.0 30.6 3.40 8.64 811 13,300 133 2,181 13,100 545,000 1050 4,890 12.0 30.6 3.42 8.68 884 14,500 146 2,392 14,500 603,600 1170 48,700 12.1 30.73 3.45 8.76 970 15,900 161 2,640 16,100 671,400 1310 54,290 12.2 31.03 3.48 8.82 1,060 17,390 179 2,919 18,100 753,500 1480 61,610 12.3 31.24 3.52 8.94 1,170 19,180 200 3,280 20,400 848,900 1670 69,270 12.5 31.64 3.57 9.04 1,300 21,280 224 3,656 22,900 953,300 1890 78,680 12.6 32.00 3.61 9.17 1,440 23,610 250 4,100 25,500 1,062,000 2110 87,530 12.7 32.25 3.66 9.26 1,570 25,710 277 4,524 3,620 150,700 115 4,789 11.7 29.76 2.09 5.31 245 4,018 22.1 362.4 3,990 166,100 128 5,289 11.7 29.76 2.10 5.31 269 4,411 24.5 399.2 4,770 186,000 146 6,080 11.9 30.2 2.15 5.46 299 4,900 27.9 457 4,930 205,800 164 6,870 12.0 30.49 2.19 5.57 330 5,402 31 514.9 5,360 223,000 181 7,530 12.1 30.7 2.23 5.66 355 5,820 34.4 564 5,770 240,300 196 8,175 12.2 30.95 2.25 5.71 381 6,241 37.2 610.1 6,680 278,088 227 9,450 12.4 31.49 2.28 5.79 436 7,151 43.3 710.1 8,215 341,900 601 25,010 12.7 32.27 3.44 8.73 540 8,845 80 1,313 9,166 381,500 673 28,000 12.8 32.47 3.46 8.8 598 9,794 89 1,466 10,276 427,700 759 31,570 12.9 32.67 3.50 8.88 664 10,880 100 1,644 11,700 487,070 855 35,590 13.0 33.02 3.52 8.94 746 12,230 114 1,869 13,071 544,000 960 39,940 13.1 33.16 3.54 8.98 827 13,550 127 2,075 14,900 620,200 1100 45,790 13.2 33.53 3.58 9.09 928 15,210 144 2,361 16,761 697,600 1241 51,660 13.2 33.62 3.60 9.15 1,034 16,950 162 2,649 18,600 774,300 1390 57,870 13.4 34.04 3.65 9.27 1,140 18,690 179 2,935 20,673 860,400 1548 64,430 13.4 34.04 3.67 9.32 1,246 20,410 199 3,254 23,200 965,800 1750 72,850 13.5 34.29 3.71 9.42 1,380 22,630 222 3,640 26,093 1,086,000 1974 82,140 13.7 34.66 3.75 9.53 1,525 24,990 249 4,077 29,300 1,219,000 2230 92,830 13.8 35.05 3.80 9.65 1,680 27,550 278 4,559 32,989 1,373,000 2518 104,800 13.9 35.31 3.84 9.76 1,863 30,550 311 5,099 5,900 245,600 187 7,785 13.0 33.02 2.32 5.89 359 5,888 32.6 534.6 6,710 279,300 218 9,075 13.2 33.53 2.39 6.07 406 6,658 37.9 621.5 7,450 310,100 246 10,240 13.4 34.04 2.43 6.17 448 7,347 42.7 700.2 8,160 339,700 273 11,360 13.5 34.29 2.47 6.27 487 7,987 47.2 774.1 9,290 386,700 310 12,900 13.7 34.79 2.50 6.35 549 9,004 53.9 883.9 11,519 479,400 749 31,190 14.0 35.46 3.56 9.04 684 11,210 95 1,560 12,850 534,800 838 34,880 14.1 35.7 3.59 9.12 757 12,410 106 1,739 14,190 590,600 935 38,900 14.1 35.92 3.63 9.22 831 13,610 118 1,931 15,800 657700 1030 42,870 14.3 36.32 3.66 9.30 917 15,030 131 2,148 17,667 735,300 1162 48,350 14.4 36.5 3.69 9.36 1,014 16,620 146 2,394 19,500 811,700 1290 53,700 14.4 36.5 3.71 9.42 1,110 18,200 161 2,640 21,963 914,100 1459 60,730 14.5 36.88 3.74 9.51 1,236 20,250 181 2,970 24,300 101,160 1620 67,440 14.7 37.3 3.79 9.63 1,350 22,140 200 3,280 26,886 1,119,000 1797 74,810 14.7 37.3 3.80 9.64 1,479 24,240 221 3,614 30,100 1,253,000 2030 84,500 14.8 37.59 3.85 9.78 1,630 26,730 247 4,050 33,686 1,402,000 2280 94,900 14.9 37.91 3.88 9.86 1,803 29,550 275 4,508 37,700 1,569,000 2580 107,400 15.1 38.35 3.94 10.01 1,990 32,630 308 5,051 *W 30 30 10½ *W 30 30 15 W 33 33 11½ *W 33 33 15¾
41,855 1,742,000 2,883 120,000 15.2 38.51 3.98 10.11 2,176 35,650 341 5,581 7,800 324,714 225 9,320 14.0 35.56 2.38 6.05 439 7,199 37.7 618.2 9,040 376,335 270 11,240 14.3 36.32 2.47 6.27 504 8,265 45.1 739.6 9,750 405,893 295 12,280 14.4 36.58 2.50 6.35 542 8,888 49.1 805.2 10,500 437,115 320 13,320 14.5 36.83 2.53 6.43 580 9,512 53.2 872.4 11,300 470,419 347 14,440 14.5 36.83 2.55 6.48 623 10,270 57.6 944.6 12,100 503,723 375 15,610 14.6 37.08 2.56 6.50 664 10,880 61.9 1,015 13,200 549,516 411 17,100 14.6 37.08 2.58 6.55 719 11,790 67.5 1,107 15,000 624,450 468 19,480 14.8 37.59 2.62 6.65 809 13,260 77.2 1,266 16,800 699,384 528 21,980 14.9 37.85 2.65 6.73 895 14,670 86.5 1,418 15,014 624,900 937 39,010 14.9 37.85 3.72 9.46 836 13,700 114 1,867 16,110 670,500 1,012 42,120 15.0 38 3.75 9.52 893 14,640 123 2,011 17,259 718,300 1,088 45,280 15.0 38.17 3.77 9.58 952 15,600 132 2,156 18,924 787,600 1,203 50,070 15.1 38.46 3.82 9.7 1,036 16,970 145 2,373 20,346 846,800 1,297 53,980 15.2 38.56 3.83 9.73 1,108 18,150 156 2,552 24,772 1,031,000 1,575 65,560 15.3 38.94 3.87 9.82 1,325 21,710 188 3,085 27,500 1,144,825 1,750 72,850 15.4 39.12 3.90 9.91 1,450 23,780 208 3,411 31,043 1,292,000 1,995 83,050 15.5 39.41 3.93 9.99 1,623 26,590 235 3,854 34,700 1,444,561 2,250 93,660 15.6 39.62 3.98 10.11 1,790 29,350 263 4,313 38,275 1,593,000 2,482 103,300 15.7 39.95 4.01 10.18 1,952 31,980 289 4,728 43,500 1,810,905 2,850 118,600 15.8 40.13 4.07 10.34 2,180 35,750 328 5,379 48,847 2,033,000 3,217 133,900 16.0 40.64 4.11 10.43 2,413 39,540 366 6,003 55,300 2,302,139 3,680 153,100 16.2 41.15 4.18 10.62 2,690 44,110 414 6,789 62,638 2,607,000 4,205 175,000 16.3 41.49 4.23 10.75 2,985 48,910 467 7,659 67,400 2,805,862 4,550 189,400 16.4 41.66 4.27 10.85 3,170 51,980 501 8,216 9,780 407,141 229 9,533 14.9 37.85 2.29 5.82 512 8,396 38.8 636.3 11,600 482,908 283 11,780 15.3 38.86 2.40 6.10 599 9,823 47.9 785.5 13,300 553,679 336 13,980 15.7 39.88 2.50 6.35 682 11,180 56.9 933.1 14,900 620,287 695 28,930 16.0 40.64 3.45 8.76 769 12,610 88.2 1,446 16,700 695,221 796 33,130 16.2 41.15 3.54 8.99 858 14,070 101 1,656 19,500 811,785 926 38,540 16.3 41.40 3.56 9.04 992 16,260 118 1,935 21,900 911,697 1,040 43,290 16.4 41.66 3.58 9.09 1,100 18,040 132 2,164 23,200 965,816 1,090 45,370 16.3 41.40 3.54 8.99 1,170 19,180 138 2,263 25,600 1065,728 1,220 50,780 16.4 41.66 3.57 9.07 1,280 20,990 153 2,509 28,900 1203,107 1,380 57,440 16.5 41.91 3.61 9.17 1,420 23,280 173 2,837 32,000 1332,160 1,540 64,110 16.6 42.16 3.65 9.27 1,560 25,580 191 3,132 35,400 1473,702 1,720 71,600 16.6 42.16 3.67 9.32 1,710 28,040 212 3,476 39,500 1644,385 1,940 80,760 16.8 42.67 3.72 9.45 1,890 30,990 237 3,886 44,300 1844,209 2,200 91,580 16.9 42.93 3.75 9.53 2,090 34,270 266 4,362 50,400 2098,152 2,520 104,900 17.0 43.18 3.81 9.68 2,340 38,370 302 4,952 56,500 2352,095 2,860 119,000 17.2 43.69 3.86 9.80 2,590 42,470 339 5,559 13,500 562,005 770 32,050 15.5 39.37 3.69 9.37 708 11,610 87.0 1,426 16,600 691,058 988 41,130 16.0 40.64 3.90 9.91 858 14,070 112 1,836 19,200 799,296 1,170 48,700 16.4 41.66 4.04 10.26 983 16,120 132 2,164 21,500 895,045 1,320 54,950 16.5 41.91 4.09 10.39 1,090 17,870 149 2,443 24,200 1,007,446 1,490 62,020 16.6 42.16 4.12 10.46 1,220 20,000 167 2,738 W 36 36 12 *W 36 36 16½ *W 40 40 11¾ *W 40 40 15¾ *W 40 40 17¾
26,800 1,115,684 1660 69,100 16.7 42.42 4.15 10.54 1,340 21,970 185 3,034 16,700 695,221 336 13,980 16.9 42.93 2.41 6.12 776 12,720 57.0 934.8 19,200 799,296 391 16,270 17.1 43.43 2.44 6.20 889 14,570 66.0 1,082 21,400 890,882 435 18,100 17.2 43.69 2.44 6.20 983 16,120 74.0 1,213 24,600 1,024,098 490 20,390 17.1 43.43 2.42 6.15 1,120 18,360 83.0 1,361 *W 44 44 11¾ * 주문판매
6.2 H-Bearing Piles Designation Unit Weight Area of Flange Corner Depth of Section Web Thickness Radius Section (h) Width (B) Thickness (t 2 ) (t 1 ) ( r ) in lbs/ft kg/m in² cm² in mm in mm in mm in mm in mm HP 8 8 8 36 53.57 10.6 68.39 8.02 203.7 8.155 207.1 0.445 11.30 0.445 11.30 0.40 10.2 HP 10 42 62.50 12.4 80.00 9.70 246.4 10.075 255.9 0.415 10.54 0.420 10.67 10 10 57 84.83 16.8 108.4 9.99 253.7 10.225 259.7 0.565 14.35 0.565 14.35 0.50 12.7 53 78.87 15.5 100.0 11.78 299.2 12.045 305.9 0.435 11.05 0.435 11.05 HP12 12 12 HP 14 14 14½ 63 93.75 18.4 118.7 11.94 303.3 12.125 308.0 0.515 13.08 0.515 13.08 74 110.1 21.8 140.6 12.13 308.1 12.215 310.3 0.605 15.37 0.610 15.48 84 125.0 24.6 158.7 12.28 311.9 12.295 312.3 0.685 17.40 0.685 17.40 73 108.6 21.4 138.1 13.61 345.7 14.585 370.5 0.505 12.83 0.505 12.83 89 132.4 26.1 168.4 13.83 351.3 14.695 373.3 0.615 15.62 0.615 15.62 102 151.8 30.0 193.5 14.01 355.9 14.785 375.5 0.705 17.91 0.705 17.91 117 174.1 34.4 221.9 14.21 360.9 14.885 378.1 0.805 20.45 0.805 20.45 0.60 15.2 0.60 15.2
Moment of Inertia Radius of Gyration Modulus Section I x I y i x i y Z x Z y Designation in⁴ cm⁴ in⁴ cm⁴ in cm in cm in³ cm³ in³ cm³ in 119 4,950 40.3 1,680 3.36 8.53 1.95 4.95 29.8 488 9.88 162 210 8,740 71.7 2,980 4.13 10.5 2.41 6.12 43.4 711 14.2 233 294 12,200 101 4,200 4.18 10.6 2.45 6.22 58.8 964 19.7 323 393 16,400 127 5,290 5.03 12.8 2.86 7.26 66.8 1,090 21.1 346 HP 8 8 8 HP 10 10 10 472 19,600 153 6,370 5.06 12.9 2.88 7.32 79.1 1,300 25.3 415 569 23,700 186 7,740 5.11 13.0 2.92 7.42 93.8 1,540 30.4 498 HP12 12 12 650 27,100 213 8,870 5.14 13.1 2.94 7.47 106 1,730 34.6 567 729 30,300 261 10,900 5.84 14.8 3.49 8.86 107 1,750 35.8 587 904 37,600 326 13,600 5.88 14.9 3.53 8.97 131 2,150 44.3 726 1,050 43,700 380 15,800 5.92 15.0 3.56 9.04 150 2,460 51.4 842 HP 14 14 14½ 1,220 50,800 443 18,400 5.96 15.1 3.59 9.12 172 2,820 59.5 975
6.3 European Wide Flange beams Designation Dimensions Dimensions for detailing Surface G h b t w t f r A hi d ø P min P max A L A G kg/m mm mm mm mm mm cm2 mm mm mm mm m2 /m m2 /t HE 100 A 16.7 96 100 5 8 12 21.24 80 56 M10 55 67 0.561 33.68 HE 100 B 20.4 100 100 6 10 12 26.04 80 56 M10 56 67 0.567 27.76 HE 120 A 19.9 114 120 5 8 12 25.34 98 74 M16 65 66 0.677 34.06 HE 120 B 26.7 120 120 6.5 11 12 34.01 98 74 M12 67 81 0.686 25.71 HE 140 A 24.7 133 140 5.5 8.5 12 31.42 116 92 M16 66 86 0.794 32.21 HE 140 B 33.7 140 140 7 12 12 42.96 116 92 M16 67 86 0.805 23.88 HE 160 A 30.4 152 160 6 9 15 38.77 134 104 M22 86 88 0.906 29.78 HE 160 B 42.6 160 160 8 13 15 54.25 134 104 M20 78 94 0.918 21.56 HE 180 A 35.5 171 180 6 9.5 15 45.25 152 122 M24 86 102 1.024 28.83 HE 180 B 51.2 180 180 8.5 14 15 65.25 152 122 M24 89 102 1.037 20.25 HE 200 A 42.3 190 200 6.5 10 18 53.83 170 134 M27 97 110 1.136 26.89 HE 200 B 61.3 200 200 9 15 18 78.08 170 134 M27 99 110 1.151 18.78 HE 220 A 50.5 210 220 7 11 18 63.34 188 152 M27 97 130 1.255 24.85 HE 220 B 71.5 220 220 9.5 16 18 91.04 188 152 M27 100 130 1.27 17.77 HE 240 A 60.3 230 240 7.5 12 21 76.84 206 164 M27 100/103 150 1.369 22.7 HE 240 B 83.2 240 240 10 17 21 106 206 164 M27 102/105 150 1.384 16.63 HE 260 A 68.2 250 260 7.5 12.5 24 86.82 225 177 M27 106/109 170 1.484 21.77 HE 260 B 93.0 260 260 10 17.5 24 118.4 225 177 M27 108/111 170 1.499 16.12
Section properties Strong axis y-y weak axis z-z Designation I y w y w pl,y i y A vz I z w z w pl,2 i z s s I T l 3 x10-3 cm⁴ cm³ cm³ cm cm² cm⁴ cm³ cm⁴ cm mm cm⁴ cm 6 349.2 72.76 83.01 4.06 7.56 133.8 26.76 41.14 2.51 35.1 5.24 2.58 HE 100 A 449.5 89.91 104.2 4.16 9.04 167.3 33.45 51.42 2.53 40.1 9.25 3.38 HE 100 B 606.2 106.3 119.5 4.89 8.46 230.9 38.48 58.85 3.02 35.1 5.99 6.47 HE 120 A 864.4 144.1 165.2 5.04 10.96 317.5 52.92 80.97 3.06 42.6 13.84 9.41 HE 120 B 1033 155.4 173.5 5.73 10.12 389.3 55.62 84.85 3.52 36.6 8.13 15.06 HE 140 A 1509 215.6 245.4 5.93 13.08 549.7 78.52 119.8 3.58 45.1 20.06 22.48 HE 140 B 1673 220.1 245.1 6.57 13.21 615.6 76.95 117.6 3.98 41.6 12.19 31.41 HE 160 A 2492 311.5 354 6.78 17.59 889.2 111.2 170 4.05 51.6 31.24 47.94 HE 160 B 2510 293.6 324.9 7.45 14.47 924.6 102.7 156.5 4.52 42.6 14.8 60.21 HE 180 A 3831 425.7 481.4 7.66 20.24 1363 151.4 231 4.57 54.1 42.16 93.75 HE 180 B 3692 388.6 429.5 8.28 18.08 1336 133.6 203.8 4.98 47.6 20.98 108 HE 200 A 5696 569.6 642.5 8.54 24.83 2003 200.3 305.8 5.07 60.1 59.28 171.1 HE 200 B 5410 515.2 568.5 9.17 20.67 1955 177.7 270.6 5.51 50.1 28.46 193.3 HE 220 A 8091 735.5 827 9.43 27.92 2843 258.5 393.9 5.59 626.6 76.57 295.4 HE 220 B 7763 675.1 744.6 10.05 25.18 2769 230.7 351.7 6 56.1 41.55 328.5 HE 240 A 11260 938.3 1053 10.31 33.23 3923 326.9 498.4 6.08 68.6 102.7 486.9 HE 240 B 10450 836.4 919.8 10.97 28.76 3668 282.1 430.2 6.5 60.6 52.37 516.4 HE 260 A 14920 1148 1283 11.22 37.59 5135 395 602.2 6.58 73.1 123.8 753.7 HE 260 B
Designation Dimensions Dimensions for detailing Surface G h b t w t f r A hi d ø P min P max A L A G kg/m mm mm mm mm mm cm2 mm mm mm mm m2 /m m2 /t HE 280 AA* 61.2 264 280 7 10 24 78.02 244 196 M27 105/108 190 1.593 26.01 HE 280 A 76.4 270 280 8 13 24 97.26 244 196 M27 106/109 190 1.603 20.99 HE 280 B 103 280 280 10.5 18 24 131.4 244 196 M27 109/112 190 1.618 15.69 HE 300 AA* 69.8 283 300 7.5 10.5 27 88.91 262 208 M27 112/115 210 1.705 24.42 HE 300 A 88.3 290 300 8.5 14 27 112.5 262 208 M27 113/116 210 1.717 19.43 HE 300 B 117 300 300 11 19 27 149.1 262 208 M27 115/118 210 1.732 14.8 HE 320 AA* 74.2 301 300 8 11 27 94.58 279 225 M27 112/115 210 1.74 23.43 HE 320 A 97.6 310 300 9 15.5 27 124.4 279 225 M27 113/116 210 1.756 17.98 HE 320 B 127 320 300 11.5 20.5 27 161.3 279 225 M27 115/119 210 1.771 13.98 HE 340 AA* 78.9 320 300 8.5 11.5 27 100.5 297 243 M27 113/116 210 1.777 22.52 HE 340 A 105 330 300 9.5 16.5 27 133.5 297 243 M27 113/117 210 1.795 17.13 HE 340 B 134 340 300 12 21.5 27 170.9 297 243 M27 116/119 210 1.81 13.49 HE 360 AA* 83.7 339 300 9 12 27 106.6 315 261 M27 113/116 210 1.814 21.67 HE 360 A 112 350 300 10 17.5 27 142.8 315 261 M27 114/117 210 1.834 16.36 HE 360 B 142 360 300 12.5 22.5 27 180.6 315 261 M27 117/120 210 1.849 13.04 HE 400 AA* 92.4 378 300 9.5 13 27 117.7 352 298 M27 113/117 210 1.891 20.46 HE 400 A 125 390 300 11 19 27 159 352 298 M27 115/118 210 1.912 15.32 HE 400 B 155 400 300 13.5 24 27 197.8 352 298 M27 118/121 210 1.927 12.41 HE 450 AA* 99.7 425 300 10 13.5 27 127.1 398 344 M27 114/117 210 1.984 19.89 HE 450 A 140 440 300 11.5 21 27 178 398 344 M27 115/119 210 2.011 14.39 HE 450 B 171 450 300 14 26 27 218 398 344 M27 118/121 210 2.026 11.84 * 주문판매
Section properties Strong axis y-y weak axis z-z Designation I y w y w pl,y i y A vz I z w z w pl,2 i z s s I T l 3 x10-3 cm⁴ cm³ cm³ cm cm² cm⁴ cm³ cm⁴ cm mm cm⁴ cm 6 10560 799.8 873.1 11.63 27.52 3664 261.7 399.4 6.85 55.1 36.22 590.1 HE 280 AA* 13670 1013 1112 11.86 31.74 4763 340.2 518.1 7 62.1 62.1 785.4 HE 280 A 19270 1376 1534 12.11 41.09 6595 471 717.6 7.09 74.6 143.7 1130 HE 280 B 13800 975.6 1065 12.46 32.37 4734 315.6 482.3 7.3 60.1 49.35 877.2 HE 300 AA* 18260 1260 1383 12.74 37.28 6310 420.6 641.2 7.49 68.1 85.17 1200 HE 300 A 25170 1678 1869 12.99 47.43 8563 570.9 870.1 7.58 80.6 185 1688 HE 300 B 16450 1093 1196 13.19 35.40 4959 330.6 505.7 7.24 61.6 55.87 1041 HE 320 AA* 22930 1479 1628 13.58 41.13 6985 465.7 709.7 7.49 71.6 108 1512 HE 320 A 30820 1926 2149 13.82 51.77 9239 615.9 939.1 7.57 84.1 225.1 2069 HE 320 B 19550 1222 1341 13.95 38.69 5185 345.6 529.3 7.18 63.1 63.07 1231 HE 340 AA* 27690 1678 1850 14.4 44.95 7436 495.7 755.9 7.46 74.1 127.2 1824 HE 340 A 36660 2156 2408 14.65 56.09 9690 646 985.7 7.53 86.6 257.2 2454 HE 340 B 23040 1359 1495 14.7 42.17 5410 360.7 553 7.12 64.6 70.99 1444 HE 360 AA* 33090 1891 2088 15.22 48.96 7887 525.8 802.3 7.43 76.6 148.8 2177 HE 360 A 43190 2400 2683 15.46 60.6 10140 676.1 1032 7.49 89.1 292.5 2883 HE 360 B 31250 1654 1824 16.3 47.95 5861 390.8 599.7 7.06 67.1 84.69 1948 HE 400 AA* 45070 2311 2562 16.84 57.33 8564 570.9 872.9 7.34 80.6 189 2942 HE 400 A 57680 2884 3232 17.08 69.98 10820 721.3 1104 7.4 93.1 355.7 3817 HE 400 B 41890 1971 2183 18.16 54.7 6088 405.8 624.4 6.92 68.6 95.61 2572 HE 450 AA* 63720 2896 3216 18.92 65.78 9465 631 965.5 7.29 85.1 243.8 4148 HE 450 A 79890 3551 3982 19.14 79.66 11720 781.4 1198 7.33 97.6 440.5 5258 HE 450 B * 주문판매
Designation Dimensions Dimensions for detailing Surface G h b t w t f r A hi d P min P max A L A G ø kg/m mm mm mm mm mm cm2 mm mm mm mm m2 /m m2 /t HE 500 AA* 107 472 300 10.5 14 27 136.9 444 390 M27 115/118 210 2.077 19.33 HE 500 A 155 490 300 12 23 27 197.5 444 390 M27 116/119 210 2.11 13.6 HE 500 B 187 500 300 14.5 28 27 238.6 444 390 M27 118/122 210 2.125 11.34 HE 550 AA* 120 522 300 11.5 15 27 152.8 492 438 M27 115/119 210 2.175 18.13 HE 550 A 166 540 300 12.5 24 27 211.8 492 438 M27 117/120 210 2.209 13.29 HE 550 B 199 550 300 15 29 27 254.1 492 438 M27 119/122 210 2.224 11.15 HE 600 AA* 129 571 300 12 15.5 27 164.1 540 486 M27 116/119 210 2.272 17.64 HE 600 A 178 590 300 13 25 27 226.5 540 486 M27 117/120 210 2.308 12.98 HE 600 B 212 600 300 15.5 30 27 270 540 486 M27 120/123 210 2.323 10.96 HE 650 AA* 138 620 300 12.5 16 27 175.8 588 534 M27 117/120 210 2.369 17.17 HE 650 A 190 640 300 13.5 26 27 241.6 588 534 M27 118/121 210 2.407 12.69 HE 700 AA* 150 670 300 13 17 27 190.9 636 582 M27 117/120 210 2.468 16.46 HE 700 A 204 690 300 14.5 27 27 260.5 636 582 M27 118/122 210 2.505 12.25 HE 800 AA* 172 770 300 14 18 30 218.5 734 674 M27 124/127 210 2.66 15.51 HE 800 A 224 790 300 15 28 30 285.8 734 674 M27 125/128 210 2.698 12.03 HE 800 B 262 800 300 17.5 33 30 334.2 734 674 M27 128/131 210 2.713 10.34 HE 900 AA* 198 870 300 15 20 30 252.2 830 770 M27 125/128 210 2.858 14.44 HE 900 A 252 890 300 16 30 30 320.5 830 770 M27 126/129 210 2.896 11.51 HE 900 B 291 900 300 18.5 35 30 371.3 830 770 M27 129/132 210 2.911 9.99 HE1000 AA* 222 970 300 16 21 30 282.2 928 868 M27 126/129 210 3.056 13.80 HE 1000 A 272 990 300 16.5 31 30 346.8 928 868 M27 127/130 210 3.095 11.37 HE 1000 B 314 1000 300 19 36 30 400 928 868 M27 129/132 210 3.11 9.9 HL1000 AA* 258 970 400 16.5 21 30 328.8 928 868 M27 127/130 310 3.455 13.39 HL 1000 A* 321 990 400 16.5 31 30 408.8 928 868 M27 127/130 310 3.495 10.89 HL 1000 B* 371 1000 400 19 36 30 472 928 868 M27 129/132 310 3.51 9.47 HL1100 A* 1090 1090 400 18 31 20 436.5 1028 988 M27 108/111 310 3.71 10.83 HL 1100 B* 1100 1100 400 20 36 20 497 1028 988 M27 110/113 310 3.726 9.55 * 주문판매
Section properties Strong axis y-y weak axis z-z Designation I y w y w pl,y i y A vz I z w z w pl,2 i z s s I T l 3 x10-3 cm⁴ cm³ cm³ cm cm² cm⁴ cm³ cm⁴ cm mm cm⁴ cm 6 54640 2315 2576 19.98 61.91 6314 420.9 649.3 6.79 70.1 107.7 3304 HE 500 AA* 86970 3550 3949 20.98 74.72 10370 691.1 1059 7.24 89.6 309.3 5643 HE 500 A 107200 4287 4815 21.19 89.82 12620 841.6 1292 7.27 102.1 538.4 7018 HE 500 B 72870 2792 3128 21.84 72.66 6767 451.1 698.6 6.65 73.1 133.7 4338 HE 550 AA* 111900 4146 4622 22.99 83.72 10820 721.3 1107 7.15 92.1 351.5 7189 HE 550 A 136700 4971 5591 23.2 100.1 13080 871.8 1341 7.17 104.6 600.3 8856 HE 550 B 91870 3218 3623 23.66 81.29 6993 466.2 724.5 6.53 74.6 149.8 5381 HE 600 AA* 141200 4787 5350 24.97 93.21 11270 751.4 1156 7.05 94.6 397.8 8978 HE 600 A 171000 5701 6425 25.17 110.8 13530 902 1391 7.08 107.1 667.2 10970 HE 600 B 113900 3676 4160 25.46 90.4 7221 481.4 750.7 6.41 76.1 167.5 6567 HE 650 AA* 175200 5474 6136 26.93 103.2 11720 781.6 1205 6.97 97.1 448.3 11030 HE 650 A 142700 4260 4840 27.34 100.3 7673 511.5 799.7 6.34 78.6 195.2 8155 HE 700 AA* 215300 6241 7032 28.75 117 12180 811.9 1257 6.84 100.1 513.9 13350 HE 700 A 208900 5426 6225 30.92 123.8 8134 542.2 856.6 6.1 85.1 256.8 11450 HE 800 AA* 303400 7682 8699 32.58 138.8 12640 842.6 1312 6.65 106.1 596.9 18290 HE 800 A 359100 8977 10230 32.78 161.8 14900 993.6 1553 6.68 118.6 946 21840 HE 800 B 301100 6923 7999 34.55 147.2 9041 602.8 957.7 5.99 90.1 334.9 16260 HE 900 AA* 422100 9485 10810 36.29 163.3 13550 903.2 1414 6.5 111.1 736.8 24960 HE 900 A 494100 10980 12580 36.48 188.8 15820 1054 1658 6.53 123.6 1137 29460 HE 900 B 406500 8380 9777 37.95 172.2 9501 633.4 1016 5.80 93.1 403.4 21280 HE 1000 AA* 553800 11190 12820 39.96 184.6 14000 933.6 1470 6.35 113.6 822.4 32070 HE 1000 A 644700 12890 14860 40.15 212.5 16280 1085 1716 6.38 126.1 1254 37640 HE 1000 B 504400 10400 11880 39.16 176.9 22450 1123 1755 8.26 93.6 483.1 50430 HL 1000 AA* 696400 14070 15800 41.27 184.6 33120 1656 2555 9 113.6 1021 76030 HL 1000 A* 812100 16240 18330 41.48 212.5 33480 1924 2976 9.03 126.1 1565 89210 HL 1000 B* 867400 15920 18060 44.58 206.5 33120 1656 2568 8.71 103.4 1037 92710 HL 1100 A* 1005000 18280 20780 44.98 230.6 38480 1924 2988 8.8 115.4 1564 108700 HL 1100 B* * 주문판매
6.4 European I-beams Designation Dimensions Dimensions for detailing Surface G H b t w t f r A hi d P min P max A L A G ø kg/m Mm mm mm mm mm cm2 mm mm mm mm m2 /m m2 /t IPE A80 5.0 78 46 3.3 4.2 5 6.38 69.6 59.6 - - - 0.325 64.9 IPE 80 6.0 80 46 3.8 5.2 5 7.64 69.6 59.6 - - - 0.328 54.64 IPE A100 6.9 98 55 3.6 4.7 7 8.78 88.6 74.6 - - - 0.397 57.57 IPE 100 8.1 100 55 4.1 5.7 7 10.32 88.6 74.6 - - - 0.4 49.33 IPE A120 8.7 117.6 64 3.8 5.1 7 11.03 107.4 93.4 - - - 0.472 54.47 IPE 120 10.4 120 64 4.4 6.3 7 13.21 107.4 93.4 - - - 0.475 45.82 IPE A140 10.5 137.4 73 3.8 5.6 7 13.39 126.2 112.2 - - - 0.547 52.05 IPE 140 12.9 140 73 4.7 6.9 7 16.43 126.2 112.2 - - - 0.551 42.7 IPE A160 12.7 157 82 4 5.9 9 16.18 145.2 127.2 - - - 0.619 48.7 IPE 160 15.8 160 82 5 7.4 9 20.09 145.2 127.2 - - - 0.623 39.47 IPE A180 15.4 177 91 4.3 6.5 9 19.58 164 146 M10 54 58 0.694 45.15 IPE 180 18.8 180 91 5.3 8 9 23.95 164 146 M10 55 58 0.698 37.13 IPE O 180 21.3 182 92 6 9 9 27.1 164 146 M10 56 59 0.705 33.12 IPE 200 22.4 200 100 5.6 8.5 12 28.48 183 159 M10 56 67 0.768 34.36 IPE O 200 25.1 202 102 6.2 9.5 12 31.96 183 159 M10 56 69 0.779 31.05 IPE A 220 22.2 217 110 5 7.7 12 28.26 201.6 177.6 M12 65 71 0.843 38.02 IPE 220 26.2 220 110 5.9 9.2 12 33.37 201.6 177.6 M12 66 71 0.848 32.36 IPE O 220 29.4 222 112 6.6 10.2 12 37.39 201.6 177.6 M12 67 73 0.858 29.24 IPE A 240 26.2 237 120 5.2 8.3 15 33.31 220.4 190.4 M16/M12 65 66/81 0.918 35.1 IPE 240 30.7 240 120 6.2 9.8 15 39.12 220.4 190.4 M12 66 81 0.922 30.02 IPE O 240 34.3 242 122 7 10.8 15 43.71 220.4 190.4 M16/M12 67 68/83 0.932 27.17 IPE A 270 30.7 267 135 5.5 8.7 15 39.15 249.6 219.6 M16 66/67 81 1.037 33.75 IPE 270 36.1 270 135 6.6 10.2 15 45.94 249.6 219.6 M16 67/68 81 1.041 28.86 IPE O 270 42.3 274 136 7.5 12.2 15 53.84 249.6 219.6 M16 68/69 82 1.051 24.88 IPE A 300 36.5 297 150 6.1 9.2 15 46.53 278.6 248.6 M20 76 84 1.156 31.65 IPE 300 42.2 300 150 7.1 10.7 15 53.81 278.6 248.6 M20 77 84 1.16 27.46 IPE O 300 49.3 304 152 8 12.7 15 62.83 278.6 248.6 M20 78 86 1.174 23.81 IPE A 330 43.0 327 160 6.5 10 18 54.74 307 271 M22 87 88 1.25 29.09 IPE 330 49.1 330 160 7.5 11.5 18 62.61 307 271 M22 88 88 1.254 25.52 IPE O 330 57.0 334 162 8.5 13.5 18 72.62 307 271 M22 89 90 1.268 22.25 IPE A 360 50.2 357.6 170 6.6 11.5 18 63.96 334.6 298.6 M24 87/90 92 1.351 26.91
Section properties Strong axis y-y weak axis z-z Designation I y w y w pl,y i y A vz I z w z w pl,2 i z s s I T l 3 x10-3 cm⁴ cm³ cm³ cm cm² cm⁴ cm³ cm⁴ Cm mm cm⁴ cm 6 64.38 16.51 18.98 3.18 3.07 6.85 2.98 4.69 1.04 17.6 0.42 0.09 IPE A80 80.14 20.03 23.22 3.24 3.58 8.49 3.69 5.82 1.05 20.1 0.7 0.12 IPE 80 141.2 28.81 32.98 4.01 4.44 13.12 4.77 7.54 1.22 21.2 0.77 0.28 IPE A100 171 34.2 39.41 4.07 5.08 15.92 5.79 9.15 1.24 23.7 1.2 0.35 IPE 100 257.4 43.77 49.87 4.83 5.41 22.39 7 10.98 1.42 22.2 1.04 0.71 IPE A120 317.8 52.96 60.73 4.9 6.31 27.67 8.65 13.58 1.45 25.2 1.74 0.89 IPE 120 434.9 63.3 71.6 5.7 6.21 36.42 9.98 15.52 1.65 23.2 1.36 1.58 IPE A140 541.2 77.32 88.34 5.74 7.64 44.92 12.31 19.25 1.65 26.7 2.45 1.98 IPE 140 689.3 87.81 99.09 6.53 7.8 54.43 13.27 20.7 1.83 26.3 1.96 3.09 IPE A160 869.3 108.7 123.9 6.58 9.66 68.31 16.66 26.1 1.84 30.3 3.6 3.96 IPE 160 1063 120.1 135.3 7.37 9.2 81.89 18 27.96 2.05 27.8 2.7 5.93 IPE A180 1317 146.3 166.4 7.42 11.25 100.9 22.16 34.6 2.05 31.8 4.79 7.43 IPE 180 1505 165.4 189.1 7.45 12.7 117.3 25.5 39.91 2.08 34.5 6.76 8.74 IPE O 180 1943 194.3 220.6 8.26 14 142.4 28.47 44.61 2.24 36.7 6.98 12.99 IPE 200 2211 218.9 249.4 8.32 15.45 168.9 33.11 51.89 2.3 39.3 9.45 15.57 IPE O 200 2317 213.5 240.2 9.05 13.55 171.4 31.17 48.49 2.46 34.5 5.69 18.71 IPE A 220 2772 252 285.4 9.11 15.88 204.9 37.25 58.11 2.48 38.4 9.07 22.67 IPE 220 3134 282.3 321.1 9.16 17.66 239.8 42.83 66.91 2.53 41.1 12.27 26.79 IPE O 220 3290 277.7 311.6 9.94 16.31 240.1 40.02 62.4 2.68 39.4 8.35 31.26 IPE A 240 3892 324.3 366.6 9.97 19.14 283.6 47.27 73.92 2.69 43.4 12.88 37.39 IPE 240 4369 361.1 410.3 10 21.36 328.5 53.86 84.4 2.74 46.2 17.18 43.68 IPE O 240 4917 368.3 412.5 11.21 18.75 358 53.03 82.34 3.02 40.5 10.3 59.51 IPE A 270 5790 428.9 484 11.23 22.14 419.9 62.2 96.95 3.02 44.6 15.94 70.58 IPE 270 6947 507.1 574.6 11.36 25.23 513.5 75.51 117.7 3.09 49.5 24.9 87.64 IPE O 270 7173 483.1 541.8 12.42 22.25 519 69.2 107.3 3.34 42.1 13.43 107.2 IPE A 300 8356 557.1 628.4 12.46 25.68 603.8 80.5 125.2 3.35 46.1 20.12 125.9 IPE 300 9994 657.5 743.8 12.61 29.05 745.7 98.12 152.6 3.45 51 31.06 157.7 IPE O 300 10230 625.7 701.9 13.67 26.99 685.2 85.64 133.3 3.54 47.6 19.57 171.5 IPE A 330 11770 713.1 804.3 13.71 30.81 788.1 98.52 153.7 3.55 51.6 28.15 199.1 IPE 330 13910 833 942.8 13.84 34.88 960.4 118.6 185 3.64 56.6 42.15 245.7 IPE O 330 14520 811.8 906.8 15.06 29.76 944.3 111.1 171.9 3.84 50.7 26.51 282.0 IPE A 360
Designation Dimensions Dimensions for detailing Surface G h b t w t f r A hi d P min P max A L A G ø kg/m mm mm mm mm mm cm2 mm mm mm mm m2 /m m2 /t IPE 360 57.1 360 170 8 12.7 18 72.73 334.6 298.6 M24 88/91 92 1.353 23.7 IPE O 360 66.0 364 172 9.2 14.7 18 84.13 334.6 298.6 M24 89/93 94 1.367 20.69 IPE A 400 57.4 397 180 7 12 21 73.1 373 331 M24 93/96 102 1.464 25.51 IPE 400 66.3 400 180 8.6 13.5 21 84.46 373 331 M24 95/98 102 1.467 22.12 IPE O 400 75.7 404 182 9.7 15.5 21 96.39 373 331 M24 96/99 104 1.481 19.57 IPE A 450 67.2 447 190 7.6 13.1 21 85.5 420.8 378.8 M27/M24 100/97 100/112 1.603 23.87 IPE 450 77.6 450 190 9.4 14.6 21 98.82 420.8 378.8 M24 95/99 112 1.605 20.69 IPE O 450 92.4 456 192 11 17.6 21 117.7 420.8 378.8 M24 97/100 114 1.622 17.56 IPE A 500 79.4 497 200 8.4 14.5 21 101.1 468 426 M27 100/104 110 1.741 21.94 IPE 500 90.7 500 200 10.2 16 21 115.5 468 426 M27 102/105 110 1.744 19.23 IPE O 500 107 506 202 12 19 21 136.7 468 426 M27 104/107 112 1.760 16.4 IPE A 550 92.1 547 210 9 15.7 24 117.3 515.6 467.6 M27 107/110 120 1.875 20.36 IPE 550 106 550 210 11.1 17.2 24 134.4 515.6 467.6 M27 109/112 120 1.877 17.78 IPE O 550 123 556 212 12.7 20.2 24 156.1 515.6 467.6 M27 111/114 122 1.893 15.45 IPE A 600 108 597 220 9.8 17.5 24 137.0 562 514 M27 108/111 130 2.013 18.72 IPE 600 122 600 220 12 19 24 156.0 562 514 M27 110/113 130 2.015 16.45 IPE O 600 154 610 224 15 24 24 196.8 562 514 M27 113/116 134 2.045 13.24 IPE 750x137 137 753 263 11.5 17 17 174.6 719 685 M27 102 173 2.506 18.28 IPE 750x147 147 753 265 13.2 17 17 187.5 719 685 M27 103 175 2.51 17.06 IPE 750x173 173 762 267 14.4 21.6 17 221.3 718.8 684.8 M27 104 177 2.534 14.58 IPE 750x196 196 770 268 15.6 25.4 17 250.8 719.2 685.2 M27 106 178 2.552 12.96
Section properties Strong axis y-y weak axis z-z I y w y w pl,y i y A vz I z w z w pl,2 i z s s I T l 3 x10-3 Designation cm⁴ cm³ cm³ cm cm² cm⁴ cm³ cm⁴ cm mm cm⁴ cm6 16270 903.6 1019 14.95 35.14 1043 122.8 191.1 3.79 54.5 37.32 313.6 IPE 360 19050 1047 1186 15.05 40.21 1251 145.5 226.9 3.86 59.7 55.76 380.3 IPE O 360 20290 1022 1144 16.66 35.78 1171 130.1 202.1 4 55.6 34.79 432.2 IPE A 400 23130 1156 1307 16.55 42.69 1318 146.4 229 3.95 60.2 51.08 490 IPE 400 26750 1324 1502 16.66 47.98 1564 171.9 269.1 4.03 65.3 73.1 587.6 IPE O 400 29760 1331 1494 18.65 42.26 1502 158.1 245.7 4.19 58.4 45.67 704.9 IPE A 450 33740 1500 1702 18.48 50.85 1676 176.4 276.4 4.12 63.2 66.87 791 IPE 450 40920 1795 2046 18.65 59.4 2085 217.2 341 4.21 70.8 109 997.6 IPE O 450 42930 1728 1946 20.61 50.41 1939 193.9 301.6 4.38 62 62.78 1125 IPE A 500 48200 1928 2194 20.43 59.87 2142 214.2 335.9 4.31 66.8 89.29 1249 IPE 500 57780 2284 2613 20.56 70.21 2622 259.6 408.5 4.38 74.6 143.5 1548 IPE O 500 59980 2193 2475 22.61 60.3 2432 231.6 361.5 4.55 68.5 86.53 1710 IPE A 550 67120 2441 2787 22.35 72.34 2668 254.1 400.5 4.45 73.6 123.2 1884 IPE 550 79160 2847 3263 22.52 82.69 3224 304.2 480.5 4.55 81.2 187.5 2302 IPE O 550 82920 2778 3141 24.6 70.14 3116 283.3 442.1 4.77 72.9 118.8 2607 IPE A 600 92080 3069 3512 24.3 83.78 3387 307.9 485.6 4.66 78.1 165.4 2846 IPE 600 118300 3879 4471 24.52 104.4 4521 403.6 640.1 4.79 91.1 318.1 3860 IPE O 600 159900 4246 4865 30.26 92.9 5166 392.8 614.1 5.44 65.4 137.1 6980 IPE 750x137 166100 4411 5110 29.76 105.4 5289 399.2 630.8 5.31 67.1 161.5 7141 IPE 750x147 205800 5402 6218 30.49 116.4 6873 514.9 809.9 5.57 77.5 273.6 9391 IPE 750x173 240300 6241 7174 30.95 127.3 8175 610.1 958.8 5.71 86.3 408.9 11290 IPE 750x196
6.5 Universal Beams(BS) Designation Unit Weight Depth Of Section Width Of Section Thickness Web Thickness Flange Root Radius Depth between Fillets h b s t t d Ratios for Local Buckling Flange Web Second Moment of Area Axis Axis x-x x-y kg/m mm mm mm mm mm mm b/2t d/s cm⁴ cm⁴ 203 102 23 23.1 203.2 101.8 5.4 9.3 7.6 169.4 5.47 31.4 2105 164 203 133 25 25.1 203.2 133.2 5.7 7.8 7.6 172.4 8.54 30.2 2340 308 203 133 30 30.0 206.8 133.9 6.4 9.6 7.6 172.4 6.97 26.9 2896 385 254 102 22 22.0 254.0 101.6 5.7 6.8 7.6 225.2 7.47 39.5 2841 119 254 102 25 25.2 257.2 101.9 6.0 8.4 7.6 225.2 6.07 37.5 3415 149 254 102 28 28.3 260.4 102.2 6.3 10.0 7.6 225.2 5.11 35.7 4005 179 254 146 31 31.1 251.4 146.1 6.0 8.6 7.6 219.0 8.49 36.5 4413 448 254 146 37 37.0 256.0 146.4 6.3 10.9 7.6 219.0 6.72 34.8 5537 571 254 146 43 43.0 259.6 147.3 7.2 12.7 7.6 219.0 5.8 30.4 6544 677 305 102 25 24.8 305.1 101.6 5.8 7.0 7.6 275.9 7.26 47.6 4455 123 305 102 28 28.2 308.7 101.8 6.0 8.8 7.6 275.9 5.78 46.0 5366 155 305 102 33 32.8 312.7 102.4 6.6 10.8 7.6 275.9 4.74 41.8 6501 194 305 127 37 37.0 304.4 123.3 7.1 10.7 8.9 265.2 5.77 37.4 7171 336 305 127 42 41.9 307.2 124.3 8.0 12.1 8.9 265.2 5.14 33.2 8196 389 305 127 48 48.1 311.0 125.3 9.0 14.0 8.9 265.2 4.47 29.5 9575 461 305 165 40 40.3 303.4 165.0 6.0 10.2 8.9 265.2 8.09 44.2 8503 764 305 165 46 46.1 306.6 165.7 6.7 11.8 8.9 265.2 7.02 39.6 9899 896 305 165 54 54.0 310.4 166.9 7.9 13.7 8.9 265.2 6.09 33.6 11700 1063 356 127 33 33.0 349.0 125.4 6.0 8.5 10.2 311.6 7.38 51.9 8249 280 356 127 39 39.1 353.4 126.0 6.6 10.7 10.2 311.6 5.89 47.2 10170 358 356 171 45 45.0 351.4 171.1 7.0 9.7 10.2 311.6 8.82 44.5 12070 811 356 171 51 51.0 355.0 171.5 7.4 11.5 10.2 311.6 7.46 42.1 14140 968 356 171 57 57.0 358.0 172.2 8.1 13.0 10.2 311.6 6.62 38.5 16040 1108 356 171 67 67.1 363.4 173.2 9.1 15.7 10.2 311.6 5.52 34.2 19460 1362 406 140 39 39.0 398.0 141.8 6.4 8.6 10.2 360.4 8.24 56.3 12510 410 406 140 46 46.0 403.2 142.2 6.8 11.2 10.2 360.4 6.35 53.0 15690 538 406 178 54 54.1 402.6 177.7 7.7 10.9 10.2 360.4 8.15 46.8 18720 1021 406 178 60 60.1 406.4 177.9 7.9 12.8 10.2 360.4 6.95 45.6 21600 1203 406 178 67 67.1 409.4 178.8 8.8 14.3 10.2 360.4 6.25 41.0 24330 1365 406 178 74 74.2 412.8 179.5 9.5 16.0 10.2 360.4 5.61 37.9 27310 1545 457 152 52 52.3 449.8 152.4 7.6 10.9 10.2 407.6 6.99 53.6 21370 645 457 152 60 59.8 454.6 152.9 8.1 13.3 10.2 407.6 5.75 50.3 25500 795 457 152 67 67.2 458.0 153.8 9.0 15.0 10.2 407.6 5.13 45.3 28930 913 457 152 74 74.2 462.0 154.4 9.6 17.0 10.2 407.6 4.54 42.5 32670 1047
Radius of Gyration Elastic Modulus Plastic Modulus Buckling Torsional Warping Torsional Area Parameter Index Constant Constant of Axis Axis Axis Axis Axis Axis Section x-x x-y x-x x-y x-x x-y H J u x cm cm cm³ cm³ cm³ cm³ cm 6 cm⁴ cm² Designation 8.46 2.36 207 32.2 234 49.8 0.888 22.5 0.0154 7.02 29.4 203 102 23 8.56 3.10 230 46.2 258 70.9 0.877 25.6 0.0294 5.96 32.0 203 133 25 8.71 3.17 280 57.5 314 88.2 0.881 21.5 0.0374 10.3 38.2 203 133 30 10.1 2.06 224 23.5 259 37.3 0.856 36.4 0.0182 4.15 28.0 254 102 22 10.3 2.15 266 29.2 306 46.0 0.866 31.5 0.0230 6.42 32.0 254 102 25 10.5 2.22 308 34.9 353 54.8 0.874 27.5 0.0280 9.57 36.1 254 102 28 10.5 3.36 351 61.3 393 94.1 0.880 29.6 0.0660 8.55 39.7 254 146 31 10.8 3.48 433 78.0 483 119 0.890 24.3 0.0857 15.3 47.2 254 146 37 10.9 3.52 504 92.0 566 141 0.891 21.2 0.103 23.9 54.8 254 146 43 11.9 1.97 292 24.2 342 38.8 0.846 43.4 0.0273 4.77 31.6 305 102 25 12.2 2.08 348 30.5 403 48.5 0.859 37.4 0.0349 7.40 35.9 305 102 28 12.5 2.15 416 37.9 481 60.0 0.866 31.6 0.0442 12.2 41.8 305 102 33 12.3 2.67 471 54.5 539 85.4 0.872 29.7 0.0725 14.8 47.2 305 127 37 12.4 2.70 534 62.6 614 98.4 0.872 26.5 0.0846 21.1 53.4 305 127 42 12.5 2.74 616 73.6 711 116 0.873 23.3 0.102 31.8 61.2 305 127 48 12.9 3.86 560 92.6 623 142 0.889 31.0 0.164 14.7 51.3 305 165 40 13.0 3.90 646 108 720 166 0.891 27.1 0.195 22.2 58.7 305 165 46 13.0 3.93 754 127 846 196 0.889 23.6 0.234 34.8 68.8 305 165 54 14.0 2.58 473 44.7 543 70.3 0.863 42.2 0.0812 8.79 42.1 356 127 33 14.3 2.68 576 56.8 659 89.1 0.871 35.2 0.105 15.1 49.8 356 127 39 14.5 3.76 687 94.8 775 147 0.874 36.8 0.237 15.8 57.3 356 171 45 14.8 3.86 796 113 896 174 0.881 32.1 0.286 23.8 64.9 356 171 51 14.9 3.91 896 129 1010 199 0.882 28.8 0.330 33.4 72.6 356 171 57 15.1 3.99 1071 157 1211 243 0.886 24.4 0.412 55.7 85.5 356 171 67 15.9 2.87 629 57.8 724 90.8 0.858 47.5 0.155 10.7 49.7 406 140 39 16.4 3.03 778 75.7 888 118 0.871 38.9 0.207 19.0 58.6 406 140 46 16.5 3.85 930 115 1055 178 0.871 38.3 0.392 23.1 69.0 406 178 54 16.8 3.97 1063 135 1199 209 0.880 33.8 0.466 33.3 76.5 406 178 60 16.9 3.99 1189 153 1346 237 0.880 30.5 0.533 46.1 85.5 406 178 67 17.0 4.04 1323 172 1501 267 0.882 27.6 0.608 62.8 94.5 406 178 74 17.90 3.11 950 84.6 1096 133 0.859 43.9 0.311 21.4 66.6 457 152 52 18.30 3.23 1122 104 1287 163 0.868 37.5 0.387 33.8 76.2 457 152 60 18.40 3.27 1263 119 1453 187 0.869 33.6 0.448 47.7 85.6 457 152 67 18.6 3.33 1414 136 1627 213 0.873 30.1 0.518 65.9 94.5 457 152 74
Designation Unit Weight Depth Of Section Width Of Section Thickness Web Thickness Flange Root Radius Depth between Fillets h b s t t d Ratios for Local Buckling Flange Web Second Moment of Area kg/m mm mm mm mm mm mm b/2t d/s cm⁴ cm⁴ Axis x-x Axis x-y 457 152 82 82.1 465.8 155.3 10.5 18.9 10.2 407.6 4.11 38.8 36590 1185 457 191 67 67.1 453.4 189.9 8.5 12.7 10.2 407.6 7.48 48.0 29380 1452 457 191 74 74.3 457.0 190.4 9.0 14.5 10.2 407.6 6.57 45.3 33320 1671 457 191 82 82.0 460.0 191.3 9.9 16.0 10.2 407.6 5.98 41.2 37050 1871 457 191 89 89.3 463.4 191.9 10.5 17.7 10.2 407.6 5.42 38.8 41020 2089 457 191 98 98.3 467.2 192.8 11.4 19.6 10.2 407.6 4.92 35.8 45730 2347 533 210 82 82.2 528.3 208.8 9.6 13.2 12.7 476.5 7.91 49.6 47540 2007 533 210 92 92.1 533.1 209.3 10.1 15.6 12.7 476.5 6.71 47.2 55230 2389 533 210 101 101.0 536.7 210.0 10.8 17.4 12.7 476.5 6.03 44.1 61520 2692 533 210 109 109.0 539.5 210.8 11.6 18.8 12.7 476.5 5.61 41.1 66820 2943 533 210 122 122.0 544.5 211.9 12.7 21.3 12.7 476.5 4.97 37.5 76040 3388 610 229 101 101.2 602.6 227.6 10.5 14.8 12.7 547.6 7.69 52.2 75780 2915 610 229 113 113.0 607.6 228.2 11.1 17.3 12.7 547.6 6.60 49.3 87320 3434 610 229 125 125.1 612.2 229.0 11.9 19.6 12.7 547.6 5.84 46.0 98610 3932 610 229 140 139.9 617.2 230.2 13.1 22.1 12.7 547.6 5.21 41.8 111800 4505 610 305 149 149.1 612.4 304.8 11.8 19.7 16.5 540.0 7.74 45.8 125900 9308 610 305 179 179.0 620.2 307.1 14.1 23.6 16.5 540.0 6.51 38.3 153000 11410 610 305 238 238.1 635.8 311.4 18.4 31.4 16.5 540.0 4.96 29.3 209500 15840 686 254 125 125.2 677.9 253.0 11.7 16.2 15.2 615.1 7.81 52.6 118000 4383 686 254 140 140.1 683.5 253.7 12.4 19.0 15.2 615.1 6.68 49.6 136300 5183 686 254 152 152.4 687.5 254.5 13.2 21.0 15.2 615.1 6.06 46.6 150400 5784 686 254 170 170.2 692.9 255.8 14.5 23.7 15.2 615.1 5.40 42.4 170300 6630 762 267 147 147 753.9 265.3 12.9 17.5 16.5 685.9 7.58 53.2 168800 5462 762 267 173 173 762 266.7 14.3 21.6 16.5 685.8 6.17 48.0 205200 6850 762 267 197 197 769.6 268 15.6 25.4 16.5 685.8 5.28 44.0 239800 8175 838 292 176 176 834.9 291.6 14 18.8 17.8 761.7 7.76 54.4 246000 7791 838 292 194 194 840.7 292.4 14.7 21.7 17.8 761.7 6.74 51.8 279200 9066 838 292 226 226 850.9 293.8 16.1 26.8 17.8 761.7 5.48 47.3 339700 11360 914 305 201 201 903 303.4 15.2 20.2 19.1 824.4 7.51 54.2 325900 9433 914 305 224 224 910.3 304.1 15.9 23.9 19.1 824.3 6.36 51.8 376300 11240 914 305 253 253 918.5 305.5 17.3 27.9 19.1 824.5 5.47 47.7 436400 13300 914 305 289 289 926.6 307.8 19.6 32 19.1 824.4 4.81 42.1 504800 15610 914 419 343 343 911.4 418.5 19.4 32 32 799.2 6.54 41.2 625200 39160 914 419 388 388 920.5 420.5 21.5 36.6 36.6 799.1 5.74 37.2 719300 45440
Radius of Gyration Elastic Modulus Plastic Modulus Buckling Torsional Warping Torsional Area Axis Axis Axis Axis Axis Axis Parameter Index Constant Constant of x-x x-y x-x x-y x-x x-y H J Section cm cm cm³ cm³ cm³ cm³ u x cm 6 cm⁴ cm² Designation 18.7 3.37 1571 153 1811 240 0.873 27.4 0.591 89.2 105 457 152 82 18.5 4.12 1296 153 1471 237 0.872 37.9 0.705 37.1 85.5 457 191 67 18.8 4.20 1458 176 1653 272 0.877 33.9 0.818 51.8 94.6 457 191 74 18.8 4.23 1611 196 1831 304 0.877 30.9 0.922 69.2 104 457 191 82 19.0 4.29 1770 218 2014 338 0.880 28.3 1.04 90.7 114 457 191 89 19.1 4.33 1957 243 2232 379 0.881 25.7 1.18 121 125 457 191 98 21.3 4.38 1800 192 2059 300 0.864 41.6 1.33 51.5 105 533 210 82 21.7 4.51 2072 228 2360 356 0.872 36.5 1.60 75.7 117 533 210 92 21.9 4.57 2292 256 2612 399 0.874 33.2 1.81 101 129 533 210 101 21.9 4.60 2477 279 2828 436 0.875 30.9 1.99 126 139 533 210 109 22.1 4.67 2793 320 3196 500 0.877 27.6 2.32 178 155 533 210 122 24.2 4.75 2515 256 2881 400 0.864 43.1 2.52 77.0 129 610 229 101 24.6 4.88 2874 301 3281 469 0.870 38.0 2.99 111 144 610 229 113 24.9 4.97 3221 343 3676 535 0.873 34.1 3.45 154 159 610 229 125 25.0 5.03 3622 391 4142 611 0.875 30.6 3.99 216 178 610 229 140 25.7 7.00 4111 611 4594 937 0.886 32.7 8.17 200 190 610 305 149 25.9 7.07 4935 743 5547 1144 0.886 27.7 10.2 340 228 610 305 179 26.3 7.23 6589 1017 7486 1574 0.886 21.3 14.5 875 303 610 305 238 27.2 5.24 3481 346 3994 542 0.862 43.9 4.80 116 159 686 254 125 27.6 5.39 3987 409 4558 638 0.868 38.7 5.72 169 178 686 254 140 27.8 5.46 4374 455 5000 710 0.871 35.5 6.42 220 194 686 254 152 28.0 5.53 4916 518 5631 811 0.872 31.8 7.42 308 217 686 254 170 29.97 5.39 4478 411.7 5169 648.1 0.857 45.1 7.38 163.8 187.9 762 267 147 30.51 5.58 5385 513.7 6195 807.5 0.864 38.1 9.36 270.2 220.3 762 267 173 30.93 5.71 6232 610.1 7164 958.6 0.869 33.2 11.28 407.3 250.6 762 267 193 33.14 5.9 5892 534.4 6806 841.3 0.856 46.5 12.94 226.2 224 838 292 176 33.63 6.06 6642 620.1 7640 973.8 0.862 41.6 15.16 309.6 246.8 838 292 194 34.31 6.27 7985 773.3 9155 1212 0.870 35.0 19.23 516.5 288.6 838 292 226 35.62 6.06 7217 621.8 8372 983.3 0.853 46.7 18.32 300.5 256.8 914 305 201 36.3 6.27 8268 739 9533 1163 0.861 41.3 22 427.1 285.6 914 305 224 36.77 6.42 9503 870.8 10940 1371 0.866 36.2 26.29 630.5 322.8 914 305 253 36.98 6.5 10900 1015 12590 1603 0.866 31.9 31.12 938 369.2 914 305 289 37.81 9.46 13720 1871 15470 2890 0.883 30.1 75.58 1199 437.2 914 419 343 38.12 9.58 15630 2161 17670 3342 0.884 26.7 88.59 1746 495 914 419 388
6.6 Universal Columns(BS) Designation Depth Width Depth Ratios for Second Moment Unit Of Of Thickness Thickness Root Between Local Buckling of Area Weight Section Section Web Flange Radius Fillets Axis Axis Flange Web h b s t t d x-x x-y kg/m mm mm mm mm mm mm b/2t d/s cm⁴ cm⁴ 152 152 23 23.0 152.4 152.2 5.8 6.8 7.6 123.6 11.2 21.3 1250 400 152 152 30 30.0 157.6 152.9 6.5 9.4 7.6 123.6 8.13 19.0 1748 560 152 152 37 37.0 161.8 154.4 8.0 11.5 7.6 123.6 6.71 15.4 2210 706 203 203 46 46.1 203.2 203.6 7.2 11.0 10.2 160.8 9.25 22.3 4568 1548 203 203 52 52.0 206.2 204.3 7.9 12.5 10.2 160.8 8.17 20.4 5259 1778 203 203 60 60.0 209.6 205.8 9.4 14.2 10.2 160.8 7.25 17.1 6125 2065 203 203 71 71.0 215.8 206.4 10.0 17.3 10.2 160.8 5.97 16.1 7618 2537 203 203 86 86.1 222.2 209.1 12.7 20.5 10.2 160.8 5.10 12.7 9449 3127 254 254 73 73.1 254.1 254.6 8.6 14.2 12.7 200.3 8.96 23.3 11410 3908 254 254 89 88.9 260.3 256.3 10.3 17.3 12.7 200.3 7.41 19.4 14270 4857 254 254 107 107.1 266.7 258.8 12.8 20.5 12.7 200.3 6.31 15.6 17510 5928 254 254 132 132.0 276.3 261.3 15.3 25.3 12.7 200.3 5.16 13.1 22530 7531 305 305 97 96.9 307.9 305.3 9.9 15.4 15.2 246.7 9.91 24.9 22250 7308 305 305 118 117.9 314.5 307.4 12.0 18.7 15.2 246.7 8.22 20.6 27670 9059 305 305 137 136.9 320.5 309.2 13.8 21.7 15.2 246.7 7.12 17.9 32810 10700 305 305 158 158.1 327.1 311.2 15.8 25.0 15.2 246.7 6.22 15.6 38750 12570 356 368 129 129.0 355.6 368.6 10.4 17.5 15.2 290.2 10.5 27.9 40250 14610 356 368 153 152.9 362.0 370.5 12.3 20.7 15.2 290.2 8.95 23.6 48590 17550 356 368 177 177.0 368.2 372.6 14.4 23.8 15.2 290.2 7.83 20.2 57120 20530 356 368 202 201.9 374.6 374.7 16.5 27.0 15.2 290.2 6.94 17.6 66260 23690 356 406 235 235 381 395 18.5 30.2 15.2 290.2 6.54 15.69 79150 31040 356 406 287 287 393.7 399 22.6 36.5 15.2 290.3 5.47 12.85 9930 38680 356 406 340 340 406.4 403 26.5 42.9 15.2 290.2 4.70 10.95 122500 46850 356 406 393 393 419.1 407 30.6 49.2 15.2 290.3 4.14 9.49 146700 55370 356 406 467 467 436.6 412.4 35.9 58 15.2 290.2 3.56 8.08 183100 67930 356 406 551 551 455.7 418.5 42 67.5 15.2 290.3 3.10 6.91 227000 82670 356 406 634 634 474.7 424.1 47.6 77 15.2 290.3 2.75 6.10 275000 98190
Radius of Gyration Elastic Modulus Plastic Modulus Buckling Torsional Warping Torsional Area Axis Axis Axis Axis Axis Axis Parameter Index Constant Constant of x-x x-y x-x x-y x-x x-y H J Section cm cm cm³ cm³ cm³ cm³ u x cm 6 cm⁴ cm² Designation 6.54 3.70 164 52.6 182 80.2 0.840 20.7 0.0212 4.63 29.2 152 152 23 6.76 3.83 222 73.3 248 112 0.849 16.0 0.0308 10.5 38.3 152 152 30 6.85 3.87 273 91.5 309 140 0.848 13.3 0.0399 19.2 47.1 152 152 37 8.82 5.13 450 152 497 231 0.847 17.7 0.143 22.2 58.7 203 203 46 8.91 5.18 510 174 567 264 0.848 15.8 0.167 31.8 66.3 203 203 52 8.96 5.20 584 201 656 305 0.846 14.1 0.197 47.2 76.4 203 203 60 9.18 5.30 706 246 799 374 0.853 11.9 0.250 80.2 90.4 203 203 71 9.28 5.34 850 299 977 456 0.850 10.2 0.318 137 110 203 203 86 11.1 6.48 898 307 992 465 0.849 17.3 0.562 57.6 93 254 254 73 11.2 6.55 1096 379 1224 575 0.850 14.5 0.717 102 113 254 254 89 11.3 6.59 1313 458 1484 697 0.848 12.4 0.898 172 136 254 254 107 11.6 6.69 1631 576 1869 878 0.850 10.3 1.19 319 168 254 254 132 13.4 7.69 1445 479 1592 726 0.850 19.3 1.56 91.2 123 305 305 97 13.6 7.77 1760 589 1958 895 0.850 16.2 1.98 161 150 305 305 118 13.7 7.83 2048 692 2297 1053 0.851 14.2 2.39 249 174 305 305 137 13.9 7.90 2369 808 2680 1230 0.851 12.5 2.87 378 201 305 305 158 15.6 9.43 2264 793 2479 1199 0.844 19.9 4.18 153 164 356 368 129 15.8 9.49 2684 948 2965 1435 0.844 17.0 5.11 251 195 356 368 153 15.9 9.54 3103 1102 2455 1671 0.844 15.0 6.09 381 226 356 368 177 16.1 9.60 3538 1264 3972 1920 0.844 13.4 7.16 558 257 356 368 202 16.25 10.17 4155 1572 4691 2386 0.834 12.1 9.543 819.7 299.9 356 406 235 16.53 10.28 5077 1939 5814 2949 0.835 10.2 12.33 1455 365.7 356 406 287 16.83 10.41 6029 2325 6997 3543 0.836 8.85 15.46 2367 432.7 356 406 340 17.12 10.52 7001 2721 8225 4154 0.837 7.87 18.91 3592 500.6 356 406 393 17.54 10.68 8388 3295 10010 5040 0.839 6.86 24.3 5905 595.5 356 406 467 17.99 10.85 9964 3951 12080 6057 0.841 6.06 31.07 9393 701.7 356 406 551 18.45 11.03 11590 4631 14240 7112 0.843 5.46 38.71 13990 807.8 356 406 634
6.7 Universal Beams Bearing Piles(BS) Designation Depth Width Thicknes Depth Ratios for Second Moment Unit Thickness Root Of Of s between Local Buckling of Area Weight Section Section Web Flange Radius Fillets Axis Axis Flange Web h b s t t d x-x x-y kg/m mm mm mm mm mm mm b/2t d/s cm⁴ cm⁴ 203 203 45 44.9 200.2 205.9 9.5 9.5 10.2 160.8 10.8 16.9 4100 1384 203 203 54 53.9 204.0 207.7 11.3 11.4 10.2 160.8 9.11 14.2 5027 1705 254 254 63 63.0 247.1 256.6 10.6 10.7 12.7 200.3 12.0 18.9 8860 3016 254 254 71 71.0 249.7 258.0 12.0 12.0 12.7 200.3 10.8 16.7 10070 3439 254 254 85 85.1 254.3 260.4 14.4 14.3 12.7 200.3 9.10 13.9 12280 4215 305 305 79 78.9 299.3 306.4 11.0 11.1 15.2 246.7 13.8 22.4 16440 5326 305 305 88 88.0 301.7 307.8 12.4 12.3 15.2 246.7 12.5 19.9 18420 5984 305 305 95 94.9 303.7 308.7 13.3 13.3 15.2 246.7 11.6 18.5 20040 6529 305 305 110 110.0 307.9 310.7 15.3 15.4 15.2 246.7 10.1 16.1 23560 7709 305 305 126 126.1 312.3 312.9 17.5 17.6 15.2 246.7 8.89 14.1 27410 9002 305 305 149 149.1 318.5 316.0 20.6 20.7 15.2 246.7 7.63 12.0 33070 10910 356 368 109 108.9 346.4 371.0 12.8 12.9 15.2 290.2 14.4 22.7 30630 10990 356 368 133 133.0 352.0 373.8 15.6 15.7 15.2 290.2 11.9 18.6 37980 13680 356 368 152 152.0 356.4 376.0 17.8 17.9 15.2 290.2 10.5 16.3 43970 15880 356 368 174 173.9 361.4 378.5 20.3 20.4 15.2 290.2 9.28 14.3 51010 18460
Radius of Gyration Elastic Modulus Plastic Modulus Buckling Torsional Warping Torsional Area Axis Axis Axis Axis Axis Axis Parameter Index Constant Constant of x-x x-y x-x x-y x-x x-y H J Section cm cm cm³ cm³ cm³ cm³ u x cm 6 cm⁴ cm² Designation 8.46 4.92 410 134 459 206 0.827 18.6 0.126 19.2 57.2 203 203 45 8.55 4.98 493 164 557 252 0.827 15.8 0.158 32.7 68.7 203 203 54 10.5 6.13 717 235 799 360 0.827 20.5 0.421 34.3 80.2 254 254 63 10.6 6.17 807 267 904 409 0.826 18.4 0.486 48.4 90.4 254 254 71 10.6 6.24 966 324 1092 498 0.825 15.6 0.607 81.8 108 254 254 85 12.8 7.28 1099 348 1218 531 0.832 23.9 1.11 46.9 100 305 305 79 12.8 7.31 1221 389 1360 595 0.830 21.6 1.25 64.2 112 305 305 88 12.9 7.35 1320 423 1474 648 0.830 20.2 1.38 80.0 121 305 305 95 13.0 7.42 1531 496 1720 762 0.830 17.7 1.65 122 140 305 305 110 13.1 7.49 1755 575 1986 885 0.829 15.7 1.95 182 161 305 305 126 13.2 7.58 2076 691 2370 1066 0.828 13.5 2.42 295 190 305 305 149 14.9 8.90 1769 592 1956 903 0.823 24.2 3.05 84.6 139 356 368 109 15.0 8.99 2158 732 2406 1119 0.822 20.1 3.87 151 169 356 368 133 15.1 9.05 2468 845 2767 1293 0.821 17.8 4.55 223 194 356 368 152 15.2 9.13 2823 976 3186 1497 0.821 15.8 5.37 330 221 356 368 174