SteelPE
Structural
- Mar 9, 2006
- 2,759
I have a building I am designing with a small bridge crane inside. We are being asked to provide a detail for the end stops of the crane. The crane manufacturer has provided the force that needs to be resisted of 3,000 lbf (not exactly sure about the height.... but it looks to be applied 7" above the top of the girder). I was just considering CJP welding a nice W8x31 to the end of the runway girder. Do end stops usually get welded to the crane girders? Seems like most of the details I have seen show them being bolted to the crane girder.
In my career I have designed plenty of crane girders, but have never been asked to look at the stops at each end. We usually indicate on the design drawings that the stops are to be designed by the crane manufacturer.
In my career I have designed plenty of crane girders, but have never been asked to look at the stops at each end. We usually indicate on the design drawings that the stops are to be designed by the crane manufacturer.