軋制型鋼梁 的英文怎麼說
中文拼音 [yàzhìxínggāngliáng]
軋制型鋼梁
英文
rolled steel beam-
Wp = 6 > the practical table is compiled that integral stability coefficient of homemade rolled h - section steel beam under constant moment
編制了等端彎矩作用下軋制h型鋼梁式構件的整體穩定系數表，可供工程設計參考。The suggestion is put forward that adopting the different geometry control condition between rolled h - section steel beam and general i - section steel beam
本文提出軋制h型鋼的幾何控制條件，並建議將一般工字形截面簡支梁和軋制h型鋼梁分列處理。Based on the gb50017 code, the geometry control condition of integral stability capacity of homemade rolled h - section steel beam is conservative excessively and is modified accordingly
本文得出精度更高、適用范圍更廣的計算簡化式。 gb50017關于梁的整體穩定幾何控制條件對國產軋制h型鋼過于保守。In order to be more typical and practical, the theses pays more attention to analyzing the quality control of the rail - girder factory of panzhihua steel - iron company. the factory is a highly automatic and mechanized heavy rolling mill. it has been practicing a relatively effective quality control for about 20 years
為使文章更具代表性和實用性，本文著重分析了攀鋼軌梁廠的質量控制，攀鋼軌梁廠作為一家機械化、自動化程度較高的大型軋鋼廠其質量控制工作已經開展了20多年，應該說是比較成熟的。Rolled steel beam
軋制型鋼梁51Integral stability capacity of rolled beam is more 10 % ~ 20 % than welded beam. at the same time, the inelastic integral stability capacity of wild rolled h - section ( hw ) steel beam is more superior observably than hn steel beam
彈塑性穩定范圍，軋制梁比焊接梁大約多10 20的安全儲備，且寬翼緣軋制h型鋼的整體穩定性能高於窄翼緣軋制h型鋼。It is indicated that the result, based on the gb50017 code, is appropriate during the elastic integral stability range and is conservative excessively during the inelastic integral stability range, for homemade rolled h - section steel beam
Gb50017計算軋制h型鋼梁的整體穩定系數在彈性穩定范圍是合適的，彈塑性穩定范圍過于保守。分享友人