| 1. | Steel - conversion of elongation values - austenitic steels
钢.伸长值换算.奥氏体钢 |
| 2. | Steel - conversion of elongation values - part 2 : austenitic steels
钢的伸长率换算第2部分:奥氏体钢 |
| 3. | Steel . conversion of elongation values . part 2 : austenitic steels
钢.延伸率的换算.第2部分:奥氏体钢 |
| 4. | Steel - conversion of elongation values - carbon and low alloy steels
钢.伸长值的换算.碳素钢和低合金钢 |
| 5. | Steel - conversion of elongation values - part 1 : carbon and low alloy steels
钢的伸长率换算第1部分:碳素钢和低合金钢 |
| 6. | Steel . conversion of elongation values . part 1 : carbon and low alloy steels
钢.延伸率的换算.第1部分:碳素钢和低合金钢 |
| 7. | Steel - conversion of elongation values - part 2 : austenitic steels iso 2566 - 2 : 1984 ; german version en iso 2566 - 2 : 1999
钢.断裂伸长值换算.第2部分:奥氏体钢 |
| 8. | Steel - conversion of elongation values - part 1 : carbon and low alloy steels iso 2566 - 1 : 1984 ; german version en iso 2566 - 1 : 1999
钢.断裂伸长值的换算.第1部分:碳素钢和低合金钢iso |
| 9. | The inferior anchor - ties is short , compared to the design request , the actual elongation value has increased 6 % , its reason is that the anchor end in to shrink the quantity had neglected locks the loss absolutely oversized , through adjusted the anchorage , this problem has solved effectively
次锚束较短，实测伸长值超过了设计要求的6 % ，其原因是忽略锚固端的内缩量；绝对锁定损失过大，通过调整锚具，有效地解决了该问题。 |
