Model NO.: CZ-H02
Grade: Structural Steel
Function: Structure Building
Flange Width: 100-408mm
Web Thickness: 6-21mm
Surface Treatment: Galvanized, Coated or Custom
Technique: Hot Rolled
Length: 12m or Custom
Item Type: Steel H Beam
Trademark: CZ
Transport Package: 1. Big Od/ Bulk Small Od: Packed by Steel Strip
Specification: GB, ASTM, AISI
Origin: Shanghai
Model NO.: CZ-H02
Grade: Structural Steel
Function: Structure Building
Flange Width: 100-408mm
Web Thickness: 6-21mm
Surface Treatment: Galvanized, Coated or Custom
Technique: Hot Rolled
Length: 12m or Custom
Item Type: Steel H Beam
Trademark: CZ
Transport Package: 1. Big Od/ Bulk Small Od: Packed by Steel Strip
Specification: GB, ASTM, AISI
Origin: Shanghai
Short DescriptionThe horizontal elements of the "I" are flanges, while the vertical element is the web.
The web resists shear forces while the flanges resist most of the bending moment experienced by the beam.
Beam theory shows that the H-shaped section is a very efficient form for carrying both bending and shear loads in the plane of the web.
Standards & Specification
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Standard Sectional Dimension | Section | Unit Weight | Informative Reference | ||||||||||
Area | Geometrical | Radius of | Modulus of | ||||||||||
Nominal | H X B | t1 | t2 | r | A | moment of inertia | Gyration of area | Section | |||||
Dimensional mm |
mm | mm | mm | mm | cm2 | kg/m | kg/12m | 1x cm4 | 1ycm4 | ix cm | iy cm | Zx cm3 | Zy cm3 |
100 x 100 | 100 x100 | 6 | 8 | 10 | 21.90 | 17.20 | 206 | 383 | 134 | 4.18 | 2.47 | 76.50 | 26.7 |
125 x 125 | 125 x125 | 6.5 | 9 | 10 | 30.31 | 23.80 | 286 | 847 | 293 | 5.29 | 3.11 | 136 | 47.00 |
150 x150 | 150 x150 | 7 | 10 | 11 | 40.14 | 31.50 | 378 | 1,640 | 563 | 6.39 | 3.75 | 219.00 | 75.10 |
175 x175 | 175 x175 | 7.5 | 11 | 12 | 51.21 | 40.20 | 482 | 2,880 | 984 | 7.50 | 4.38 | 330.00 | 112.00 |
200 x200 | 200Â x200 | 8 | 12 | 13 | 63.53 | 49.90 | 599 | 4,720 | 1,600 | 8.62 | 5.02 | 472.00 | 160.00 |
250 x250 | 250 x250 | 9 | 14 | 16 | 92.18 | 72.40 | 869 | 10,800 | 3,650 | 10.80 | 6.29 | 867.00 | 292.00 |
300 x300 | 300 x300 | 10 | 15 | 18 | 119.80 | 94.00 | 1128 | 20,400 | 6,750 | 13.10 | 7.51 | 1,360.00 | 450.00 |
350 x350 | 350 x350 | 12 | 19 | 20 | 173.9 | 137.00 | 1644 | 40,300 | 13,600 | 15.20 | 8.84 | 2,300.00 | 776.00 |
Payment term
Â
1 | 100% T/T in advance. |
2 | 30% deposit by T/T;70% balance pay against copy of B/L; |
3 | L/C. |
Contact
Â
Salesman | Lily |
Fax | 021-66866895 |
Tel | +86 13651652591 |
Â
Picture Shows
Â
Warehouse
Certificate
 Short Description
The horizontal elements of the "I" are flanges, while the vertical element is the web.
The web resists shear forces while the flanges resist most of the bending moment experienced by the beam.
Beam theory shows that the H-shaped section is a very efficient form for carrying both bending and shear loads in the plane of the web.
Standards & Specification
Â
Standard Sectional Dimension | Section | Unit Weight | Informative Reference | ||||||||||
Area | Geometrical | Radius of | Modulus of | ||||||||||
Nominal | H X B | t1 | t2 | r | A | moment of inertia | Gyration of area | Section | |||||
Dimensional mm |
mm | mm | mm | mm | cm2 | kg/m | kg/12m | 1x cm4 | 1ycm4 | ix cm | iy cm | Zx cm3 | Zy cm3 |
100 x 100 | 100 x100 | 6 | 8 | 10 | 21.90 | 17.20 | 206 | 383 | 134 | 4.18 | 2.47 | 76.50 | 26.7 |
125 x 125 | 125 x125 | 6.5 | 9 | 10 | 30.31 | 23.80 | 286 | 847 | 293 | 5.29 | 3.11 | 136 | 47.00 |
150 x150 | 150 x150 | 7 | 10 | 11 | 40.14 | 31.50 | 378 | 1,640 | 563 | 6.39 | 3.75 | 219.00 | 75.10 |
175 x175 | 175 x175 | 7.5 | 11 | 12 | 51.21 | 40.20 | 482 | 2,880 | 984 | 7.50 | 4.38 | 330.00 | 112.00 |
200 x200 | 200Â x200 | 8 | 12 | 13 | 63.53 | 49.90 | 599 | 4,720 | 1,600 | 8.62 | 5.02 | 472.00 | 160.00 |
250 x250 | 250 x250 | 9 | 14 | 16 | 92.18 | 72.40 | 869 | 10,800 | 3,650 | 10.80 | 6.29 | 867.00 | 292.00 |
300 x300 | 300 x300 | 10 | 15 | 18 | 119.80 | 94.00 | 1128 | 20,400 | 6,750 | 13.10 | 7.51 | 1,360.00 | 450.00 |
350 x350 | 350 x350 | 12 | 19 | 20 | 173.9 | 137.00 | 1644 | 40,300 | 13,600 | 15.20 | 8.84 | 2,300.00 | 776.00 |
Payment term
Â
1 | 100% T/T in advance. |
2 | 30% deposit by T/T;70% balance pay against copy of B/L; |
3 | L/C. |
Contact
Â
Salesman | Lily |
Fax | 021-66866895 |
Tel | +86 13651652591 |
Â
Picture Shows
Â
Warehouse
Certificate
Â
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