Catalog KHC 2012

บรษท กวงฮวพานช จำกด

Kwang Hoa Commercial Co., Ltd.

บรษท กวงฮว พานช จำกด กอตงขนในป พ.ศ. 2491 ดวยการประกอบธรกจจำหนายเครองมอและอปกรณสำหรบชางกอสราง และนำเขาสนคาประเภทเหลกเสนจากตางประเทศเขามาจำหนาย ดวยความมงมน ยดถอปรชญา ขยน ซอสตย อดทน ตรงตอเวลา สงผลใหบรษท กวงฮวพานช จำกด ไดรบความเชอถอจากลกคาจำนวนมากในเรองของการใหบรการและราคายตธรรม

จากประสบการณกวา 63 ปทผานมา บรษท กวงฮวพานช จำกด ไดนำเขาเหลกรปพรรณจากตางประเทศเปนจำนวนมากในแตละป สงผลใหในป พ.ศ. 2538 บรษทฯ ไดรบการแตงตงใหเปนตวแทนจำหนายของบรษท เหลกสยามยามาโตะ จำกด ซงเปนผผลตเหลก รปพรรณรายใหญภายในประเทศไทย อนไดแก เหลกเอชบม เหลกไวแฟรงค เหลกไอบม เหลกรางนำ เหลกฉาก และเหลกชทไพล นอกจากนทางบรษทฯ ยงเปนตวแทนจำหนายเหลกรปพรรณนานาชนด ไดแก เหลกแผนดำ เหลกแผนลาย เหลกตวซ เหลกทอดำ เหลกกลอง เหลกแบน เหลกสเหลยมตน และเหลกเสนกอสราง ฯลฯ ซงสงผลใหบรษท กวงฮวพานช จำกด เปนตวแทนจำหนายเหลก รปพรรณครบวงจรสำหรบภาคอตสาหกรรมการกอสราง มพนกงานทเชยวชาญ พรอมอปกรณ และทมขนสงทมประสทธภาพ ทำให สามารถรองรบการใหบรการการขาย การจดสงใหกบลกคา หนวยงานตางๆ ไดอยางมประสทธภาพสงสด และสมำเสมอตลอดมา

บรษทฯ หวงเปนอยางยงวาจะไดมโอกาสรบใช และใหบรการกบผมอปการะคณทกทานอยางตอเนอง และตลอดไป

บรษท กวงฮวพานช จำกด 60/25 หม 12 ต.บางพลใหญ อ.บางพล จ.สมทรปราการ 10540โทร. 0-2752-0651-4, 0-2316-4984-5 แฟกซ: 0-2752-0655, 0-2316-1134, Email:[email protected], www.khcsteel.com

H-Beams 4-5

Cut Beams 6-7

I-Beams 8

Channels, Steel Sheet Piles 9

Equal Angles 10

Light Lip Channels 11

Rectangular Tubes 12

Square Tubes 13

Carbon Steel Pipes 14

Plates 15

Checkered Plates, Square Bars 16

Deformed Bars, Round Bars 16

Flat Bars 17

Map Kwang hoa 18

Contents


4 บรษท กวงฮวพานช จำกด 60/25 หม 12 ต.บางพลใหญ อ.บางพล จ.สมทรปราการ 10540โทร. 0-2752-0651-4, 0-2316-4984-5 แฟกซ: 0-2752-0655, 0-2316-1134, Email:[email protected], www.khcsteel.com

187383847666

1,0201,6402,8801,5801,8402,6904,7204,9806,5303,5404,0506,1208,7909,930

10,80011,5006,3207,210

11,30013,30016,90018,80020,40021,50023,40011,10013,60016,10018,50021,70028,20033,30035,30040,30042,800

14.8134293

50151563984114134507

1,6001,7002,200

255294984

2,9403,3503,6503,880

442508

1,6001,9005,5206,2406,7507,1007,730

792984

1,1803,0903,6509,380

11,20011,80013,60011,400

3.984.25.36.16.26.47.58.38.28.38.68.48.8

10.410.410.410.310.810.810.512.412.412.512.612.513.013.112.613.214.514.714.814.514.614.415.114.615.214.7

1.122.473.111.662.373.754.382.212.223.615.024.885.132.792.794.185.986.296.296.093.293.294.714.777.167.517.517.267.573.883.954.015.926.008.338.788.438.848.53

37.577

13689

138219330160184277472498628285324502720801867919424481771893

1,1501,2701,3601,4401,540

641775909

1,1001,2801,6701,9402,0502,3002,450

5.912747133075

112232768

160167218

4147

113233269292304

5968

160189365417450466514

91112134248292534646669776809

Moment of Inertia Radius of Gyration Modulus of Section

100100125150148150175198200194200200208248250244244248250250298300294298294298300300304346350354336340338344344350350

50100125

7510015017599

100150200204202124125175252249250255149150200201302299300305301174175176249250351348354350357

5.06.06.55.06.07.07.54.55.56.08.0

12.010.0

5.06.07.0

11.08.09.0

14.05.56.58.09.0

12.09.0

10.015.011.0

6.07.08.08.09.0

13.010.016.012.019.0

78979

1011

789

121216

89

1111131414

89

12141214151517

9111312141316161919

81010

81111121111131313131212161616161613131818181818181814141420202020202020

11.8521.9030.3117.8526.8440.1451.2123.1827.1639.0163.5371.5383.6932.6837.6656.2482.0684.7092.18

104.7040.8046.7872.3883.36

107.70110.80119.80134.80134.80

52.6863.1473.6888.15

101.50135.30146.00166.60173.90198.40

100x50100x100125x125

150x75150x100150x150175x175200x100

200x150200x200

250x125

250x175250x250

300x150

300x200

300x300

350x175

350x250

350x350

Nominalsizemm.

H B t1 t2 r IX IY iX iY ZX ZY

Sectional DimensionWeight SectionalArea

Note H Please contact us in advance for these items

9.317.223.814.021.131.540.218.221.330.649.956.265.725.729.644.164.466.572.482.232.036.756.865.484.587.094.0

106.0106.0

41.449.657.869.279.7

106.0115.0131.0137.0156.0

kg/m. mm. mm. mm. mm. mm. cm2. cm.4 cm.4 cm. cm. cm.3 cm.3

H-BeamsTIS STANDARD(TIS 1227 : 1996)Size & Properties

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Y

Y

X t1

t2

r

H

H 2

r

B

B4

X


5บรษท กวงฮวพานช จำกด 60/25 หม 12 ต.บางพลใหญ อ.บางพล จ.สมทรปราการ 10540โทร. 0-2752-0651-4, 0-2316-4984-5 แฟกซ: 0-2752-0655, 0-2316-1134, Email:[email protected], www.khcsteel.com

20,00023,70027,50033,70038,70049,00056,10059,70066,60070,90092,80028,70033,50040,40046,80056,10066,40041,90047,80056,50060,40071,00083,80068,70077,60090,400

103,000103,000118,000137,000172,000201,000254,000292,000345,000411,000498,000

1,4501,7402,0306,2407,210

16,30018,90020,00022,40023,80031,000

1,5801,8702,3106,6908,1109,6601,8402,1402,5806,7608,1109,6601,9802,2802,7203,1807,6709,020

10,6009,020

10,8009,930

11,70010,30012,60015,700

16.716.816.916.716.916.617.316.717.516.817.718.518.618.918.618.919.020.320.520.720.420.820.923.924.024.324.624.324.824.928.629.332.333.035.736.437.0

4.484.544.607.217.289.54

10.109.65

10.109.75

10.204.334.404.517.047.187.244.274.334.436.827.047.104.054.124.224.316.636.856.906.536.786.396.626.166.396.56

1,0101,1901,3601,7401,9802,5202,8503,0303,3303,5404,4801,2901,4901,7702,1602,5502,9801,6901,9102,2302,5002,9103,3902,3102,5902,9803,3803,5304,0204,6204,9805,7606,4107,2907,7609,140

10,900

145174202418481809951985

1,1201,1701,530

159187230448541639185214257451541640199228271314511601701602722662782688843

1,040

Moment of Inertia Radius of Gyration Modulus of Section

396400404386390388394394400400414446450456434440446496500506482488494596600606612582588594692700792800890900912

199200201299300402398405400408405199200201299300302199200201300300302199200201202300300302300300300300299300302

7899

10151118132118

89

10101113

910111111131011121312121413131414151618

11131514161518182121281214171518211416191518211517202317202320242226232834

16161622222222222222221818182424242020202626262222222228282828282828282828

72.1684.1296.16

120.10136.00178.50186.80214.40218.70250.70295.40

84.3096.76

113.30135.00157.40184.30101.30114.20131.30145.50163.50191.40120.50134.40152.50170.70174.50192.50222.40211.50235.50243.40267.40270.90309.80364.00

400x200

400x300

400x400

450x200

450x300

500x200

500x300

600x200

600x300

700x300

800x300

900X300

Nominalsizemm.

H B t1 t2 r IX IY iX iY ZX ZY

Sectional DimensionWeight SectionalArea


56.666.075.594.3

107.0140.0147.0168.0172.0197.0232.0

66.276.088.9

106.0124.0145.0

79.589.6

103.0114.0128.0150.0

94.6106.0120.0134.0137.0151.0175.0166.0185.0191.0210.0213.0243.0286.0

kg/m. mm. mm. mm. mm. mm. cm2. cm.4 cm.4 cm. cm. cm.3 cm.3

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H-BeamsTIS STANDARD(TIS 1227 : 1996)Size & Properties

Y

Y

X t1

t2

r

H

H 2

r

B

B4

X



50100125

7510015017599

100150200204202124125175252249250255149150200201302299300305301174175176249250351348354350357

5.06.06.55.06.07.07.54.55.56.08.0

12.010.0

5.06.07.0

11.08.09.0

14.05.56.58.09.0

12.09.0

10.015.011.06.07.08.08.09.0

13.010.016.012.019.0

78979

1011789

121216

89

1111131414

89

12141214151517

9111312141316161919

81010

81111121111131313131212161616161613131818181818181814141420202020202020

5.9310.9515.168.92513.4220.0725.6111.5913.5819.5131.7735.7741.8516.3418.8328.1241.0342.3546.0952.3420.4023.3936.1941.6853.8355.4059.8967.3967.4126.3431.5736.8444.0850.7667.6373.0083.3286.9499.19

11.816.135.042.651.766.4

115.093.8

114.0125.0184.0256.0251.0208.0248.0289.0445.0364.0412.0589.0393.0464.0572.0662.0858.0715.0798.0

1,110.0903.0679.0815.0955.0881.0

1,020.01,420.01,230.01,800.01,520.02,200.0

7.466.9

147.024.775.3

282.0492.0

56.867.0

254.0801.0851.0

1,100.0127.0147.0492.0

1,470.01,670.01,820.01,940.0

221.0254.0802.0949.0

2,760.03,120.03,380.03,550.03,870.0

396.0492.0590.0

1,540.01,830.04,690.05,620.05,920.06.790.07,220.0

1.411.211.522.181.961.822.122.842.902.532.412.672.453.573.633.203.292.932.993.364.394.453.973.993.993.593.654.053.665.085.085.094.474.484.594.114.654.184.71

1.122.473.111.662.373.754.382.212.223.615.024.885.132.792.794.185.986.296.296.093.293.294.714.777.167.517.517.267.573.883.954.015.926.008.338.788.438.848.53

3.174.036.917.468.84

10.8015.9012.1014.8015.8022.3032.4029.5021.3025.6029.1045.3034.9039.5059.4033.8040.0048.2055.2072.3057.0063.7092.5071.4050.0059.3068.8064.0073.10

104.0084.70

131.00104.00158.00

3.013.423.5

6.615.137.656.211.513.433.880.183.4

109.020.523.556.3

117.0134.0146.0152.0

29.733.880.294.4

183.0209.0225.0233.0257.045.556.267.0

124.0146.0267.0323.0335.0388.0404.0

50x5050x100

62.5x12575x75

75x10075x150

87.5x175100x100

100x150100x200

125x125

125x175125x250

150x150

150x200

150x300

175x175

175x250

175x350

50.050.062.575.074.075.087.599.0

100.097.0

100.0100.0104.0124.0125.0122.0122.0124.0125.0125.0149.0150.0147.0149.0147.0149.0150.0150.0152.0173.0175.0177.0168.0170.0169.0172.0172.0175.0175.0

1.28 1.001.191.791.551.371.552.142.291.791.732.091.912.682.782.272.391.982.082.583.263.412.832.913.842.362.472.032.553.713.753.823.023.093.212.673.402.863.59

4.708.60

11.907.00

10.5515.7520.10

9.1010.6515.3024.9528.1032.8512.8514.8022.0532.2033.2536.2041.1016.0018.3528.4032.7042.2543.5047.0053.0053.0020.7024.8028.9034.6039.8553.0057.5065.5068.5078.00

cXiX iY

Radius of Gyration

zX zY

Modulus of Sections Center of Gravity

(Cutting service is available upon request)Note H Please contact us in advance for these items

kg/m. mm. mm. mm. mm. mm. cm2. cm4. cm4. cm. cm. cm3. cm3. cm.

Nominalsizemm.

H B t1 t2 rSectional DimensionWeight

Cut BeamsSectional

AreaMoment of Inertia

IX IY

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Y

Y

Xt

1

t2r

H

X

c x

B4



200x200

200x300

200x400

225x200

225x300

250x200

250x300

300x200

300x300

350x300

400x300

450x300

28.3033.0037.7547.15

53.5070.00

73.586.0098.50116.0033.1038.0044.4553.0062.0072.5039.7544.8051.5057.0064.0075.0047.3053.0060.0067.0068.5075.5087.5083.0092.5095.50

105.00106.50121.50143.00

198200202193195194197200200207223225228217220223248250253241244247298300303306291294297346350396400445450456

36.0842.0648.0860.0567.9889.2393.41

109.30125.30147.70

42.1548.3856.6767.5278.6992.1650.6457.12

65.6572.7681.7695.7060.2367.2176.2485.3387.2496.24

111.20105.70117.70121.70133.70135.45154.90182.00

1,190.01,400.01,605.0

1,5301,7302,4802,0502,4803,6503,6201,8802,1602,4992,3502,6803,2322,8403,2103,6703,4203,6204,3515,1905,8106,5707,3406,3606,7107,920

11,30012,00017,100

18,80026,00029,24034,251

723.0868.0

1,015.03,1203,6008,1309,460

11,20011,90015,500

790936

1,1553,3504,0604,830

9221,0701,2903,3804,0604,830

98911,401,3601,5903,8304,5105,2904,5105,4104,9605,8605,1436,3227,833

5.765.765.785.045.055.274.684.765.404.956.676.686.645.895.845.927.497.507.486.856.666.749.299.309.289.278.548.358.44

10.3010.1012.1011.9013.8613.7413.72

199200201299300402398400408405199200201299300302199200201300300302199200201202300300302300300300300299300302

7.08.09.0

9101511132118

89

10101113

910111111131011121312121413131414151618

111315141615182121281214171518211416191518211517202317202320242226232834

161616222222222222221818182424242020202626262222222228282828282828282828

4.484.544.597.217.289.54

10.1010.10

9.7510.20

4.334.404.517.047.187.244.274.334.436.827.077.104.054.124.224.316.636.856.906.536.786.386.626.166.396.56

76.4088.60

101.0095.50

108.00158.00123.00147.00229.00213.00109.00124.00141.40133.00149.00179.00150.00169.00190.00178.00184.00219.60236.00262.00292.00322.00280.00288.00339.00425.00438.00593.00610.00790.03866.37997.41

72.786.8

101.0209.0240.0404.0475.0560.0584.0776.0

79.493.6

114.9224.0270.0320.0

92.6107.0128.0225.0270.0320.0

99.4114.0135.0157.0256.0301.0350.0301.0361.0331.0391.0344.0421.5518.7

4.174.234.313.333.413.703.013.214.073.685.105.155.134.044.054.275.905.965.954.924.664.897.797.847.797.796.396.086.337.997.559.669.18

11.5911.2511.26

(Cutting service is available upon request)Note H Please contact us in advance for these items PleaseseekforourReconfirmation.

Cut BeamsNominal

sizemm.

H B t1 t2 rSectional DimensionWeight

kg/m. mm. mm. mm. mm. mm. cm2. cm4. cm4. cm. cm. cm3. cm3. cm

SectionalArea

Moment of Inertia

iX iY

Radius of Gyration

IX IY zX zY

Modulus of Sections Center of Gravity

cX

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Y

Y

Xt

1

t2r

H

X

c x

B4



HxB

Standard Sectional Dimension mm.

4.145.136.126.187.458.118.34

10.3010.2012.4012.3012.2014.3014.2016.2016.1018.3018.3024.1024.10

100x75125x75150x75

150x125180x100200x100200x150250x125

300x150

350x150

400x150

450x175

600x190

12.916.117.1

36.223.626.050.438.355.548.365.576.858.587.272.095.891.7

115.0133.0176.0

8.09.59.5

14.010.010.016.012.519.013.018.522.015.024.018.025.020.026.025.035.0

5.05.55.58.56.07.09.07.5

10.08.0

10.011.59.0

12.010.012.511.013.013.016.0

799

1310101512211219231325172719272538

16.4320.4521.8346.1530.0633.0664.1648.7970.7361.5883.4797.8874.58

111.1091.73

122.10116.80146.10169.40224.50

3.54.54.56.55.05.07.56.0

10.56.09.5

11.56.5

12.58.5

13.59.5

13.512.519.0

281538819

1,7601,6702,1704,4605,1807,3109,480

12,70014,70015,20022,40024,10031,70039,20048,80098,400

130,000

47.357.557.5385138138753337538588886

1,080702

1,180864

1,2401,5102,0202,4603,540

1.701.681.622.892.142.053.432.632.763.093.263.323.073.263.073.183.603.723.813.97

56.286

109235186217446414585632849978870

1,2801,2001,5801,7402,1703,2804,330

12.615.315.361.627.527.7

100.053.986.078.4

118.0143.0

93.5158.0115.0165.0173.0231.0259.0373.0

ReferenceSectional

Area cm.2

Weightkg/m.

GeometricalMoment of Inertia

cm.4

Radius ofGyration

cm.t1 t2 r1 r2


Modulus ofSection

cm.3

Ix ly ix iy Zx Zy

H

H

H

H

I-BeamsTIS STANDARDS(TIS 1227: 1996)

Y

Y

B

XX

H 2 HB-t1

t 2

t1

498

0

B-t1

4

r 1r 2t 2



5.05.06.06.59.07.07.58.09.0

11.09.0

10.012.010.513.013.0

888

10151112141417141919181824

8.81811.9217.11

23.7130.5927.2031.3338.6544.0751.17

48.5755.7461.9069.3978.9685.71

6.929.36

13.4018.6024.0021.4024.6030.3034.6040.2038.1043.8048.6054.5062.0067.30

Cx

0000000000000000

Ix

75.3188424861

1,0501,3801,9502,4904,1804,6806,4407,4107,870

14,50015,60017,600

Zy

4.477.52

13.4022.4028.3024.3029.1044.2044.5049.9045.7054.1056.4070.5073.6087.80

ix

2.923.974.986.035.867.127.888.029.749.56

11.5011.5011.3014.5014.1014.30

Zx

20.137.667.8

115.0140.0153.0195.0249.0334.0374.0429.0494.0525.0763.0823.0926.0

HxB

Standard Sectional Dimension mm.

ReferenceSectional

Areacm.2

Weightkg./m.

Position of Center of

Gravity cm.

Moment of Inertia

cm.4

Radius of Gyration

cm.

Modulus of Section

cm.3t1 t2 r1 r2

wmm.

in.40015.740015.740015.7

1505.911254.921706.69

13.10.516

130.512

15.50.610

74.4011.5376.4211.8596.9915.03

58.439.2

6040.376.151.1

14629.9150

30.7190

38.9

cm.4

in.4

cm.4

in/ft.4

cm.3

in.3

cm3/m.

in3/ft.

Section

Dimensions WeightSectional Area

per pile per pile per pile per pile per wall widthper wall widthper wall width

Moment of Inertia Section Modulus

75x40100x50125x65150x75150x75180x75200x80200x90250x90

300x90

380x100

7.07.58.0

10.012.510.511.013.513.014.513.015.516.016.016.520.0

4.04.04.05.07.55.56.07.07.08.57.09.59.59.09.0

12.0

CY

1.281.541.902.282.312.132.212.742.402.402.222.342.282.412.332.54

Iy

12.226.061.8

117.0147.0131.0168.0277.0294.0329.0309.0360.0379.0535.0565.0655.0

iy

1.171.481.902.222.192.192.322.682.582.542.522.542.482.782.672.76

SP-IV

SP-III A

SP-III

kg/m.

lbs/ft

tmm.

in.

hmm.

in.

cm.2

in.2

kg/m.2

lbs/ft.2

2,79067

2,22053.3

4,670112

22,800167

16,800123

38,600283

25015.322313.636222.1

1,5202.83

1,34024.9

2,27042.2


H

ChannelsTIS STANDARDS(TIS 1227: 1996)

Steel Sheet Piles(Grade SY295 or SY390)TIS STANDARDS(TIS 1390: 1996)

Y

Y

XXW

h

t

Y

Y

HH 2

X X

B

t 2

t1

r1

950

r2

B-t1

2B-t

1

2




25x25

30x30

40x40

45x45

50x50

60x60

65x65

70x7075x75

80x8090x90

100x100

120x120130x130

150x150

175x175

200x200

250x250

3535345645345645568669

12667

101213

7101213

89

121512151912151520252535

2.02.42.02.42.02.43.02.43.03.02.43.03.04.53.03.03.04.06.04.04.06.06.04.05.05.07.04.87.05.07.04.87.05.06.08.58.57.0

10.010.011.011.012.012.012.012.018.0

1.121.771.362.181.832.422.953.522.743.382.333.063.774.433.684.555.005.917.666.386.859.96

13.007.328.289.5913.315.917.010.714.917.819.114.717.923.428.827.333.641.931.839.445.359.773.693.7

128.0

0.7190.80

0.8440.921.091.121.171.201.241.281.311.371.411.441.611.661.771.811.881.932.062.172.292.182.422.462.572.662.692.712.822.902.943.243.533.643.764.144.244.404.734.855.465.675.867.107.45

0.7971.201.422.163.534.475.426.316.507.916.869.0611.112.616.019.625.329.436.837.146.164.481.956.480.793.0125148156129175207220258366467568740888

10901170144021802820342069509110

0.3320.52

0.5900.921.461.852.252.652.703.292.883.764.585.236.628.09

10.5012.2015.3015.3019.0026.7034.5023.2033.4038.3051.7061.7065.3053.2072.0085.7091.10

106150192234304365451480589891

1160141028603790

0.7470.73

0.9080.881.231.211.201.191.361.361.521.531.521.501.851.841.991.981.942.142.302.252.222.462.772.762.712.702.683.083.043.023.003.714.013.963.934.614.564.525.385.356.146.096.047.637.49

0.4830.48

0.5850.57

0.7900.78

0.7740.7700.8800.8740.9900.9830.9760.963

1.191.181.281.271.251.371.481.451.441.581.781.771.741.751.731.981.951.941.942.382.572.542.532.962.922.913.443.423.933.903.884.904.83

0.4480.71

0.6611.041.211.561.912.262.002.461.862.493.083.553.664.525.356.267.967.338.4712.115.79.7012.314.219.523.324.817.724.429.131.129.538.749.961.568.182.610391.8114150197242388519

0.4480.71

0.6611.041.211.561.912.262.002.461.862.493.083.553.664.525.356.267.967.338.4712.115.79.7012.314.219.523.324.817.724.429.131.129.538.749.961.568.182.610391.8114150197242388519

HxB t r1 r2

Standard Sectional Dimension

mm.

ReferenceSec-

tional Areacm.2

Position of Center of

Gravity cm.

Geometrical Moment of Inertia

cm.4

Radius of Gyration of Area

cm.

Modulus ofSection

cm.3

Cx Cy IX IY Max iX Min iY iX iY Max iX Min iY ZX ZY

UnitWeightkg/m.

43.5

45

4.56

4.56.06.56.57.06.56.56.56.56.58.58.58.58.58.58.58.58.51010101110101012101212121214141415151717172424

1.4272.26

1.7272.78

2.3363.0793.755

4.483.4924.302

2.963.8924.8025.6444.6925.8026.3677.5279.7618.1278.72712.6916.569.32710.5512.2217.0020.3021.7113.6219.0022.7024.3118.7622.7429.7636.7534.7742.7453.3840.5250.2157.7576.0093.75

119.40162.60

0.7190.80

0.8440.921.091.121.171.201.241.281.311.371.411.441.611.661.771.811.881.932.062.172.292.182.422.462.572.662.692.712.822.902.943.243.533.643.764.144.244.404.734.855.465.675.867.107.45

0.7971.201.422.163.534.475.426.316.507.916.869.0611.112.616.019.625.329.436.837.146.164.481.956.480.793.0125148156129175207220258366467568740888

10901170144021802820342069509110

1.261.892.263.415.607.098.599.9810.312.510.814.417.520.025.431.240.146.658.358.973.2

102.0129.0

89.6128148199234248205278328348410583743902

11801410173018602290347044905420

1100014400

0.7470.73

0.9080.881.231.211.201.191.361.361.521.531.521.501.851.841.991.981.942.142.302.252.222.462.772.762.712.702.683.083.043.023.003.714.013.963.934.614.564.525.385.356.146.096.047.637.49

0.9400.911.141.111.551.521.511.491.721.711.911.921.911.882.332.322.512.492.442.692.902.842.793.103.483.483.423.403.383.883.833.803.784.675.065.004.955.825.755.696.786.757.757.687.619.629.42

Equal AnglesTIS STANDARDS(Tis 1227: 1996)

H

H

H

H

H

H

H

H

H

H

H

H

Y

YU

U

XX

V

V

B

r 2

r 2r 1

B2

H 2C

X

CY

900

t

H



t250x75x25200x75x25

200x75x20

150x75x25

150x75x20

150x65x20

150x50x20

125x50x20

120x60x25120x60x20

120x40x20100x50x20

90x45x20

75x45x15

75x35x1570x40x2560x30x10

18.9216.6714.9512.1316.2214.5511.8114.4212.9510.5313.9712.5510.2111.759.5677.01211.728.6076.32210.599.5487.8075.74711.728.2876.0927.0079.4698.5487.0076.2055.1724.5373.6726.3674.7123.3524.1373.6372.9523.6773.0322.8722.5372.072

000000000000000000000000000000000000000000000

2.072.322.322.332.192.192.192.652.652.662.502.512.512.112.112.121.541.541.551.681.681.681.692.252.122.131.321.861.861.861.881.861.861.871.721.731.731.721.721.721.291.801.061.061.06

1,690990895736963871716501455375489445366401332248368280210238217181137252186140144139127107

99.880.771.458.476.958.642.637.133.027.131.022.015.614.011.6

129121110

92.310910084.1109

99.883.699.291.076.463.753.841.135.728.321.933.533.126.620.658.040.931.315.330.928.724.523.219.016.914.018.314.210.511.810.58.716.588.003.323.012.56

9.447.617.747.707.717.747.795.905.935.975.925.955.995.845.895.945.605.715.774.744.774.824.884.634.744.794.533.823.853.903.963.953.973.993.483.533.563.003.013.032.912.692.332.352.37

2.622.692.722.762.602.622.672.752.782.822.662.692.742.332.372.421.751.811.861.781.811.851.892.222.222.271.481.811.831.871.911.921.931.951.691.741.771.691.701.721.341.621.071.091.11

13599

89.573.696.387.171.666.960.650.065.259.348.953.544.333.049.037.428.038.034.729.021.941.931.023.324.027.725.421.320.016.114.311.717.113.09.469.908.797.248.286.295.204.653.88

23.823.321.317.820.618.915.822.520.617.319.818.215.314.512.29.37

10.508.196.33

10.009.388.026.22

15.5010.50

8.105.719.829.137.817.446.065.404.476.575.145.804.243.763.132.983.641.711.551.32

5.15.65.75.75.35.35.46.36.36.46.05.85.15.05.15.23.73.83.84.04.04.04.15.34.95.13.44.34.34.44.34.44.44.54.14.14.24.04.04.13.14.42.52.52.5

000000000000000000000000000000000000000000000

Dimensions mm.

Sectional Areacm.2

Weightkg./m.

Center ofGravity

cm.

SecondaryMoment of Area

cm.4

Radius ofGyration of Area

cm.

Modulus ofSection

cm.3

Center of Shear

cm.

14.9013.1011.709.52

12.7011.409.27

11.3010.20

8.2711.009.858.019.227.515.509.206.764.968.327.506.134.519.206.514.785.507.436.715.504.874.063.562.885.003.702.633.252.862.322.892.382.251.991.63

4.54.54.03.24.54.03.24.54.03.24.54.03.24.03.22.34.53.22.34.54.03.22.34.53.22.33.24.54.03.22.82.32.01.63.22.31.62.32.01.62.31.62.32.01.6


HxAxC Cx Cy lx Iy ix iy Zx Zy Sx Sy

A

A

CC

H t

t

t

tt90

0

90090 0

90 0

SX

X

CY

S.C

X

Y

Y

iYi X

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Light Lip Channels(Tis 1228)



2x1

23/8x11/4

3x11/2

3x13/4

31/2x13/4

4x2

5x2

5x3

6x2

6x36x3

6x4

8x4

50x25

60x30

75x38

75x45

90x45

100x50

125x50

125x75

150x50

150x75150x80

150x100

200x100

2.303.202.303.202.303.202.303.202.303.202.303.204.004.503.204.004.502.303.204.004.506.003.204.506.009.003.204.506.003.204.506.009.004.506.009.00

2.443.242.983.993.815.154.065.504.606.255.147.018.599.558.26

10.2011.36.959.52

11.7013.1017.009.52

13.0816.9824.0810.8015.2019.8012.0016.6021.7031.1020.1026.4038.20

3.104.133.805.094.856.565.177.015.867.976.558.93

10.9512.1710.5312.9514.428.85

12.1314.9516.6721.6312.1216.6721.6330.6713.7319.3725.2315.3321.1727.6339.6725.6733.6348.67

9.3111.6016.8021.4034.6045.0038.9050.8061.0080.2084.80

112.00142.00147.00198.00238.00261.00192.00257.00311.00342.00428.00330.36448.48574.03792.93402.00563.00710.00488.00658.00835.00

1,130.001,330.001,700.002,350.00

3.103.805.657.08

12.0015.4017.6022.8020.8027.0029.0038.0046.7048.9046.7055.6060.6087.50

117.00141.00155.00192.00

57.0775.2793.15

120.21137.00211.00264.00262.00352.00444.00595.00455.00577.00782.00

3.724.655.617.15

9.2312.0010.4013.5013.6017.8017.0022.5028.4029.3031.6038.0041.7030.6041.1049.7054.8068.5044.0559.8076.54

105.7253.6075.0094.7065.1087.70

111.00151.00131.00170.00235.00

2.483.043.764.726.308.097.82

10.109.22

12.0011.6015.2018.7019.5018.7022.6024.2023.3031.1037.5041.2051.1022.8330.1137.2648.0836.6052.9066.1052.50

70.4088.80

119.0090.90

115.00156.00

1.731.682.112.052.672.622.742.693.233.173.603.553.553.474.334.284.254.654.604.564.534.455.225.195.155.085.415.395.315.645.585.505.337.207.12

6.94

1.000.961.221.181.571.531.841.801.881.842.102.062.032.002.112.072.053.143.103.073.042.982.172.132.081.983.163.303.244.144.084.013.874.214.144.01

Side Length

in mm.

Thicknessmm.

Modulus of Section

cm.3

Radius of Gyration

cm.

Calculate Weightkg/m.

Cross Sectional

Areacm.2


cm.4

D x B T W A IX IY ZX ZY iX iY

Rectangular Tubes


Dimension TolerancesOutside Diameter : ≤ 100 mm : ± 1.5 mm Thickness : 2.0 ≤ t ≤ 3.2 : ± 0.30 mm Weight : ± 10% > 100 mm : ± 1.5 % 4.0 ≤ t ≤ 8.0 : ± 10%

H

H

H

H

H

H

Y

B

Y

XX

T

D



Square Tubes

1x1

11/4 x11/4

11/2 x11/2

2x2

23/8 x23/8

3x3

31/2 x31/2

4x4

5x5

6x6

8x8

10x10

12x12

14x14

25x25

32x32

38x38

50x50

60x60

75x75

90x90

100x100

125x125

150x150

200x200

250x250

300x300

350x350

2.002.303.202.303.202.303.201.602.002.303.204.005.001.602.303.202.303.204.004.502.303.202.303.204.004.506.003.204.505.006.003.204.505.006.004.506.008.009.00

12.005.006.008.009.00

12.004.506.009.00

12.009.00

12.00

1.361.531.982.042.692.473.292.382.913.344.505.356.392.884.065.505.147.018.599.556.238.516.959.52

11.7013.1017.0012.0016.6018.3021.7014.5420.1022.3026.4027.2035.8046.9052.3067.9038.0045.2059.5066.5086.8041.3054.7080.60

106.0094.70

124.00

1.741.972.532.603.423.154.193.033.704.255.736.818.143.685.187.006.558.93

10.9512.17

7.9310.85

8.8512.1314.9516.6721.6315.3321.17

23.3627.6318.5225.6728.3633.6334.6745.6359.7966.6786.5348.3657.6375.7984.67

110.5052.6769.63

102.70134.50120.70158.50

1.481.612.263.714.546.548.18

11.7013.9015.9020.4022.9025.7020.7028.3036.9057.1075.5090.2098.60

101.00135.00140.00187.00226.00249.00311.00376.00506.00553.00641.00675.22896.00982.00

1,150.002190.002830.003620.003990.004980.004810.005670.007320.008090.00

10300.007630.009960.00

14300.0018300.0023200.0029800.00

1.191.291.812.322.843.444.304.685.576.348.169.15

10.306.899.44

12.3015.2020.1024.1026.3022.4029.9027.9037.5045.3049.9062.3060.1080.9088.40

103.0090.03

120.00131.00153.00219.00283.00362.00399.00498.00384.00454.00585.00647.00820.00508.00664.00956.00

1220.001320.001700.00

0.920.900.901.201.151.441.401.961.941.931.891.831.782.372.342.302.952.912.872.853.563.523.973.933.893.873.794.954.894.864.825.995.915.895.847.957.887.787.737.599.979.929.829.789.63

12.0012.0011.8011.7013.9013.70

Side Length

in mm.

Thicknessmm.

Modulus of Section

cm.3

Radius of Gyration

cm.

Calculate Weightkg/m.

Cross Sectional Area

cm.2

Geometrical Moment of Inertia cm.4

D x B T W A IX , IY ZX, ZY iX, iY


H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Dimension TolerancesOutside Diameter : ≤ 100 mm : ± 1.5 mm Thickness : 2.0 ≤ t ≤ 3.2 : ± 0.30 mm Weight : ± 10% > 100 mm : ± 1.5 % 4.0 ≤ t ≤ 8.0 : ± 10%

Y

Y

XXD

D

T



1/2 (15)3/4 (20)

1 (25)11/4 (32)

11/2 (40)

2 (50)

21/2 (65)

3 (80)

31/2 (90)

4 (100)

5 (125)

6 (150)

21.7027.20

34.0042.70

48.60

60.50

76.30

89.10

101.60

114.30

139.80

165.20

2.02.02.32.32.32.53.22.32.52.83.22.33.24.02.32.83.24.02.83.24.03.24.03.23.54.53.64.04.56.04.55.06.07.1

0.971.241.411.802.292.483.092.632.843.163.583.304.525.574.205.085.777.135.966.788.397.769.638.779.58

12.2012.1013.4015.0019.8017.8019.8023.6027.70

1.241.581.802.292.923.163.943.353.624.034.564.215.767.105.356.477.359.097.598.64

10.699.89

12.2611.1712.1815.5215.4017.0719.13

25.2222.7225.1630.0135.26

0.611.261.412.895.976.407.628.999.65

10.6011.8017.8023.7028.5036.6443.7049.2059.5070.7079.80

97120146172187234357394438566734808952

1,100

0.560.931.031.702.803.003.593.703.974.364.865.907.849.419.60

11.5012.9015.6015.9017.9021.8023.6028.8030.2032.7041.0051.10

56.3062.7080.2088.9097.80

115.00134.00

0.700.890.881.121.431.421.401.641.631.621.612.062.032.002.622.602.592.583.053.043.013.483.453.933.923.894.824.804.794.745.685.675.635.60

Nominal Diamension

Outside Diameter


Modulus of

Section

Thickness CalculateWeight

Cross Sectional

Area

Radius of

Gyration

DN D T W A I Z i

in mm. mm. kg/m. cm.2 cm.4 cm.3 cm.7 (175)

8 (200)

10 (250)

12 (300)

14 (350)

16 (400)

190.70

216.30

267.40

318.50

355.60

406.40

4.505.306.007.008.204.505.806.007.008.008.206.006.607.008.009.009.306.006.908.009.00

10.306.407.909.009.50

12.0012.70

7.909.009.50

12.0012.70

20.7024.2027.3031.7036.9023.5030.1031.1036.1041.1042.1038.7042.4045.0051.2057.3059.2046.2053.0061.3068.7078.3055.1067.7076.9081.10

102.00107.00

77.6088.2093.00

117.00123.00

26.3230.8734.8240.4047.0129.9438.3639.6446.0352.3553.6149.2754.0857.2665.1973.0675.4158.91 67.5578.0487.5199.7370.2186.2998.00

103.30129.50136.80

98.90112.40118.50148.70157.10

11401330149017101960168021302190252028402910421046004860549061106290719082009410

10500119001070013000147001550019100201001960022200233002890030500

120139156179206155197203233263269315344363411457470452515591659744602734828871

10801130967

1090115014201500

6.596.566.536.506.467.497.457.447.407.377.369.249.229.219.189.149.13

11.1011.0011.0010.9010.9012.3012.3012.3012.2012.2012.2014.1014.1014.0014.0013.90

Nominal Diamension

Outside Diameter


Modulus of

Section

Thickness CalculateWeight

Cross Sectional

Area

Radius of

Gyration

DN D T W A I Z i

in mm. mm. kg/m. cm.2 cm.4 cm.3 cm.

Carbon Steel PipesFOR GENERAL STRUCTURAL PURPOSES

H

H

H

H

H

H

H

H

H

H

H

H

H

H


H

H

Dimension TolerancesOutside Diameter : ≤ 50 mm : ± 0.5 mm Thickness : 2.0 ≤ t ≤ 3.2 : ± 0.30 mm Weight : ± 10% > 50 mm : ± 1% 4.0 ≤ t ≤ 8.0 : ± 10% Y

XX

Y

D

T




3.24.5

56789

101112

12.713141516171819202122232425

25.426272829303234363840455055606570

2.3343.2823.6464.3765.1055.3846.5647.2938.0228.7529.2629.48110.2110.9411.6712.4013.1313.8614.5915.3216.0416.7717.5018.2318.5218.9619.6920.4221.1521.8823.3424.8026.2527.7129.1732.8236.4640.1143.7647.4051.05

3x6 1842

59.165.678.891.9105118131144158167171184197210223236249263276289302315328333341354368381394420446472499525591656722788853919

4x832

74.7105117140183187210233257280296303327350373397420444467490513537560583593607630653677700747794840887933

1,0501,1671,2841,4001,5171,634

4x1040

93.4131146175204233263292321350370379408438467496525554584613642671700729741758788817846875934992

1,0501,1081,1671,3131,4581,6041,7501,8962,042

4x1664

149210233280327373420467513560593607653700747794840887934980

1,0271,0731,1201,1671,1851,2131,2601,3071,3541,4001,4941,5871,6801,7731,8672,1002,3332,5672,8013,0343,267

4x2080

187263292350408467525583642700741758817875934992

1,0501,1091,1671,2261,2831,3421,4001,4581,4821,5171,5751,6341,6921,7501,8671,9842,1002,2172,3342,6262,9173,2093,5013,7924,084

5x1050

117164182219255292328365401438463474510547584620656693730766802838875912926948984

1,0211,0581,0941,1671,2401,3121,3861,4581,6411,8232,0062,1882,3702,552

5x20100233328365438510583656729802875926948

1,0211,0941,1671,2401,3131,3861,4591,5321,6041,6771,7501,8231,8521,8961,9692,0422,1152,1882,3342,4802,6252,7712,9173,2823,6464,0114,3764,7405,104

5x30150350492547656766875985

1,0941,2031,3131,3891,4221,5321,6411,7501,8601,9702,0792,1882,2982,4062,5162,6252,7342,7782,8442,9543,0633,1723,2823,5013,7203,9384,1564,3764,9235,4696,0166,5647,1107,658

5x40200467656729875

1,0211,1671,3131,4591,6041,7501,8521,8962,0422,1882,3342,4802,6262,7722,9183,0643,2083,3543,5003,6463,7043,7923,9384,0844,2304,3764,6684,9605,2505,5425,8346,5647,2928,0228,7529,480

10,210

6x30180420591656788919

1,0501,1821,3131,4441,5751,6671,7071,8381,9692,1012,2322,3632,4952,6262,7582,8873,0193,1503,2813,3343,4133,5443,6763,8073,9384,2014,4644,7254,9885,2515,9086,5637,2207,8778,5329,189

6x40240560788875

1,0501,2251,4001,5751,7501,9252,1002,2232,2752,4502,6262,8012,9762,1513,3263,5023,6773,8504,0254,2004,3754,4454,5504,7264,9015,0765,2515,6025,9526,3006,6507,0017,8778,7509,626

10,50211,37612,252

Thickness Unit Weight

Width x Length, ft.2

Area, ft.2

mm. kg/ft.2

H H H H HHHH

PlatesSS400(Metric Size)Kilograms of Standard Size (JIS - 0.7293 Kg/mm. ft2)

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H




Width and Length, mm. (Figures in the lower e.g. 3x6 are nominal sizes in feet.)Thicknessmm.

Weight kg/m.2 914x1,829

(3x6)33.044.861.881.5108121134

914x3,658(3x12)66.089.6124163216242268

1,219x2,438(4x8)58.679.6110145192215238

1,219x3,048(4x10)73.399.6137181240269298

1,219x4,877(4x16)

177159220290383430477

1,219x6,096(4x20)

-199275362479537596

1,524x3,048(5x10)

--

172227299336372

1,524x6,096(5x20)

--

344453599672745

2.33.24.56.08.09.0

10.0

19.7326.7936.9948.7764.4772.3280.17

Checkered PlatesSS400Standard Size and Weight Table, kg/cut-length sheet

H

H

H H H H H H

Size in lb/ft. kg/m.

Weight (kg/m.)

Name Diameter (mm.)

Cross Section Area (sq.cm.)


Circumference(cm.)

0.6160.8881.5782.4662.9843.8534.8346.3137.9909.865

.7851.1312.0103.1463.8014.9086.1578.042

10.17812.566

DB 10DB 12DB 16DB 20DB 22DB 25DB 28DB 32DB 36DB 40

10121620222528323640

3.143.775.036.296.917.868.80

10.0611.3112.60

Deformed Bars SD 30, SD 40Size and Weight

H

H

H

H

Name Diameter (mm.)

Weight (kg/m.)

Cross Section Area (sq.cm.)

Circumference(cm.)


RB 6RB 9

RB 12RB 15RB 19RB 25RB 28RB 34

69

121519252834

0.2220.4990.8881.3872.2263.8534.8347.127

0.2830.6361.1311.7672.8354.9096.1589.079

1.882.823.774.715.967.858.79

10.68

Round Bars SR24Size and Weight

H

H

1/43/81/25/83/4

11 1/4

1 1/2

22 1/2

33 1/2

45

0.21250.47180.85001.32811.9125

3.40005.31307.6500

13.600021.250030.600041.650054.400085.0000

0.3160.7111.2651.9772.8465.0607.907

11.38520.23931.62445.53861.98280.956

126.494

Square Bars



Standard Sectional

Dimension

Sec-tional Area cm.2

UnitWeight

kg/m.Thick-ness mm.

Widthmm.

Standard Sectional

Dimension

Sec-tional Area

cm.2

UnitWeight

kg/m.Thick-ness mm.

Widthmm.

Standard Sectional

Dimension

Sec-tional Area

cm.2

UnitWeightkg/m.

Thick-ness mm.

Widthmm.

Standard Sectional

Dimension

Sec-tional Area

cm.2

UnitWeight

kg/m.Thick-ness mm.

Widthmm.

4.5

6

8

9

25323844502532384450657590

100125

2532384450657590

100125

2532384450657590

100125150

1.1251.4401.7101.9802.2501.5001.9202.2802.6403.0003.9004.5005.4006.0007.5002.0002.5603.0403.5201.0005.2006.0007.2008.000

10.0002.2502.2803.4203.9604.5005.8506.7508.1009.000

11.25013.500

0.881.131.341.551.771.181.511.792.072.363.063.534.244.715.891.572.012.392.763.144.084.715.656.287.851.772.262.683.113.534.595.306.367.068.83

10.60

180200230250280300100125150180200230250280300100125150180200230250280300100125150180200230250280300

45.0050.0057.5062.5070.0075.0028.0035.0042.0050.4056.0064.4070.0078.4084.0032.0040.0048.0057.6064.0073.6080.0089.6096.0036.0045.0054.0064.8072.0082.8090.00

100.80108.00

35.339.245.149.155.058.922.027.533.039.644.050.655.061.565.925.131.437.745.250.257.862.870.375.428.335.342.450.956.565.070.679.184.8

9

12

16

1619

22

25

25

28

32

36

180200230250

2532384450657590

100125150180200230250280300

32384450657590

100125150180200230250280

16.2018.0020.7022.50

3.003.814.565.286.007.809.00

10.8012.0015.0018.0021.6024.0027.6030.0033.6036.00

5.126.087.048.00

10.4012.0014.4016.0020.0024.0028.8032.0036.8040.0044.80

12.714.116.217.72.363.013.584.144.716.127.068.489.4211.814.117.018.821.723.626.428.34.024.775.536.288.169.4211.312.615.718.822.625.128.931.435.2

300384450657590

100125150180200230250280300

50657590

100125150180200230250280300

50657590

100125150

48.007.228.369.50

12.3514.2517.1019.0023.7528.5034.2038.0043.7047.5053.2057.0011.0014.3016.5019.8022.0027.5033.0039.6044.0050.6055.0061.6066.0012.5016.2518.7522.5025.0031.2537.50

37.75.676.567.469.6911.213.414.918.622.426.829.834.337.341.844.78.6411.213.015.517.321.625.931.134.539.743.248.451.89.8112.814.717.719.624.529.4

Flat Bars(Metric Size)

บรษท กวงฮวพานช จำกด 60/25 หม 12 ต.บางพลใหญ อ.บางพล จ.สมทรปราการ 10540Kwang Hoa Commercial Co., Ltd.60/25 Moo 12 Bangpleeyai, Bangplee, Samutprakarn 10540, ThailandTel. 0-2752-0651-4, 0-2316-4984-5 Fax: 0-2752-0655, 0-2316-1134 Email:[email protected], www.khcsteel.com

Map toKwang Hoa Commercial Co., Ltd.

สนามบนสวรรณภมกม. 13 (กงแกว)กม. 4 (ศรเอยม)

ซ.สกไสว 2

ซ.พสฐไพศาล

ไปรษณยบางพล

ไทยซมมท

ซ.วด

บางพ

ลใหญ

ใน

ศนยม

ตซบช

กวง

ไถ

อสทน

1.5

กม.

KWANG HOA

กม. 17บางนา-ตราด กม.14บางนา

ชลบร

ม.สว

ล

ม.มณ

ฑนา

บรษท กวงฮวพานช จำกด 60/25 หม 12 ต.บางพลใหญ อ.บางพล จ.สมทรปราการ 10540

บรษท กวงฮวพานช จำกดKwang Hoa Commercial Co., Ltd.

60/25 Moo 12 Bangpleeyai, Bangplee, Samutprakarn 10540

Tel. 0-2752-0651-4 0-2316-4984-5

Fax: 0-2752-0655, 0-2316-1134 Email:[email protected]

www.khcsteel.com

Documents

Catalog KHC 2012