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Class | Component Number | Component Main Profiles | Quantities (Pcs) | Gross Weight (KG) |
GZ1 | HW300*300*10*15 | 94.5*6.85 | 24 | 18935.000 |
GL1 | HN200*100*5.5*8 | 21.7*(1.95*5*2+5.6*5+1.95*4+2+2*5) | 1 | 1460.410 |
GL2 | HN300*150*6.5*9 | 37.3*(2*16+1.95*4+5.6*2+1.95*4+1.95*17) | 1 | 3429.735 |
GL3 | HN300*150*6.5*9 | 37.3*25.6 | 2 | 1909.760 |
GL4 | HN400*200*8*13 | 66*17.4 | 6 | 6890.400 |
GL5 | HN400*200*8*13 | 66*30 | 8 | 15840.000 |
GL6 | HN400*200*8*13 | 66*6 | 2 | 792.000 |
GL7 | HN200*100*5.5*8 | 21.7* (1.95*5+2*17+1.95*8+5.6*5+1.95*8+1.95*17+2*5+1*40) |
1 | 4038.370 |
GL8 | HN300*150*6.5*9 | 37.3*30 | 6 | 6714.000 |
GL9 | HN400*200*8*13 | 66*17.4 | 6 | 6890.400 |
GL10 | HN400*200*8*13 | 66*30 | 4 | 7920.000 |
UB1 | 0.4*0.2*10*7.85+0.23*0.07*10*7.85 | 50 | 377.193 | |
UB2 | 0.3*0.15*10*7.85+0.23*0.07*10*7.85 | 98 | 470.042 | |
UB3 | 0.2*0.1*10*7.85+0.23*0.07*10*7.85 | 80 | 226.708 | |
UB4 | 0.3*0.15*12*7.85+0.24*0.08*12*7.85 | 8 | 48.381 | |
UB5 | 0.4*0.2*12*7.85+0.24*0.08*12*7.85 | 116 | 1083.978 | |
UB6 | 0.4*0.2*14*7.85+0.25*0.09*14*7.85 | 40 | 450.590 |
Class | Component Name | Explanation | ||
GL | Steel Beam | Horizontal load-bearing member,used to support floor or roof. |
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GZ | Steel Column | Vertical load-bearing members for supporting beams or roofs. |
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UB | Connecting Plate | Connecting and fixing of other members. |
Component Main Profiles | Component Name | Explanation | ||
HN | Narrow Flange H- beam |
H-beams with relatively narrow flange widths are mainly used for beams. |
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HW | Wide Flange H- beam |
H-beams with relatively wide flange widths are mainly used for columns. |
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