h型钢库存(料场)
型号Size (高*宽)(H*W) | H型钢截面尺寸Section,mm | 截面面积Section area Cm2 | 理论重量 Theoreticai weight kg/m | |||
H×B | T1 | T2 | R | |||
100*50 | 100*50 | 5 | 7 | 10 | 12.16 | 9.54 |
125*60 | 125*60 | 6 | 8 | 10 | 17.01 | 13.3 |
150*75 | 150*75 | 5 | 7 | 10 | 18.16 | 14.3 |
175*90 | 175*90 | 5 | 8 | 10 | 23.21 | 18.2 |
200*100 | 198*99 | 4.5 | 7 | 13 | 23.59 | 18.5 |
200*100 | 5.5 | 8 | 13 | 27.57 | 21.7 | |
250*125 | 248*124 | 5 | 8 | 13 | 32.89 | 25.8 |
250*125 | 6 | 9 | 13 | 37.87 | 29.7 | |
300*150 | 298*149 | 5.5 | 8 | 16 | 41.55 | 32.6 |
300*150 | 6.5 | 9 | 16 | 47.53 | 37.3 | |
350*175 | 346*174 | 6 | 9 | 16 | 53.19 | 41.8 |
350*175 | 7 | 11 | 16 | 63.66 | 50 | |
· | 400*150 | 8 | 13 | 16 | 71.12 | 55.8 |
400*200 | 396*199 | 7 | 11 | 16 | 72.16 | 56.7 |
400*200 | 8 | 13 | 16 | 84.12 | 66 |
H型钢尺寸及理论重量 (执行GB/T11263-2010)