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allowable deflection at top of legs of open gantry crane
hi,
i am designing an open gantry crane for the first time though i have experience of eot cranes.i need to know the allowable deflection at top of legs under normal operating conditions i.e maximum acceleration with wind load of 25kgf/sq m.any help in this matter would be highly appreciated.
find a job or post a job opening
somewhere along the line - i've seen l/400 as a baseline for free-standing crane columns for crane a runway systems. from there, i add that i don't like a lot of movement in my runway systems - and bump the deflection to l/700 or so. with crane systems, i believe that movement = fatigue = eventual failure. i would use similar approach with gantry column design.

2009-09-07, 10:55 AM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	allowable deflection at top of legs of open gantry crane allowable deflection at top of legs of open gantry crane hi, i am designing an open gantry crane for the first time though i have experience of eot cranes.i need to know the allowable deflection at top of legs under normal operating conditions i.e maximum acceleration with wind load of 25kgf/sq m.any help in this matter would be highly appreciated. find a job or post a job opening somewhere along the line - i've seen l/400 as a baseline for free-standing crane columns for crane a runway systems. from there, i add that i don't like a lot of movement in my runway systems - and bump the deflection to l/700 or so. with crane systems, i believe that movement = fatigue = eventual failure. i would use similar approach with gantry column design. __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]