Residual stress is an important factor reduced the ultimateload of the heavy weldedcolumn.
残余应力是降低厚板焊接柱极限承载力的重要因素之一。
2
This new safety factor not only has a certain relation to the load, but also has a certain relation to the ultimate bearing capacity of foundation.
新定义的倾覆稳定系数不仅与荷载有关，而且与地基极限承载力有确定的关系。
3
When the in-plane stability of such arch is in control of the bridge design, Transverse wind load has a little influence on the stability factor and ultimateload carrying capacity.