看了碳化硅方梁(橫梁)的用戶又看了
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RBSIC(Sisic)橫梁承載力表:
Bearing Cpacity of RBSIC(Sisic)Beams
截面尺寸 Size of Section(mm) | 壁厚 Wall Thichness(mm) | 集中力 Concentrated Loading(kg·m/L) | 均布力 Uniformly Distributed Loading (kg·m/L) | |||
Bside | Hside | W Side | H Side | W Side | H Side | |
30 | 30 | 5 | 74 | 74 | 147 | 147 |
30 | 40 | 5 | 117 | 95 | 235 | 190 |
40 | 40 | 6 | 149 | 149 | 298 | 298 |
50 | 50 | 6 | 283 | 283 | 567 | 567 |
50 | 60 | 6 | 374 | 331 | 748 | 662 |
50 | 70 | 6 | 473 | 379 | 946 | 757 |
60 | 60 | 7 | 481 | 481 | 962 | 962 |
80 | 80 | 7 | 935 | 935 | 1869 | 1869 |
100 | 100 | 8 | 1708 | 1708 | 3416 | 3416 |
110 | 110 | 10 | 2498 | 2498 | 4997 | 4997 |
泰潤反應燒結碳化硅橫梁的抗彎強度按250MP計算,取5倍安全系統(tǒng)數(shù),承載力按長度一米求得。若制品長度為L時,承載力可按下式計算:集中力=表中值×1/L,均布力合力=表中值×1/L。此承載力適應溫度為1380℃。
The bending strength of Tairun RBSiC(Sisic) Beams is 250MP,safety coefficient is 5.
Concentrated Loading=the Value in the Table Accordingly×1/L,Uniform Distributed Loading=the Value in the Table Accordingly×1/L, The temperature of 1380 ℃.
暫無數(shù)據!