oddmanout
Chemical
- Dec 4, 2004
- 12
I am a chemical engineer looking for some guidance from a structural engineer. A project I'm currently working on involves hanging a 40' long S12x40.8 beam which will be used as the track for a 7½-ton trolley hoist. The beam will have to be installed in the existing building in two 20' sections and spliced. Can someone advise me as to how this splice should be made without interfering with the trolley movement? Is this something that any knowledgeable structural engineer can detail on a fabrication drawing or must the splice detail come from the hoist/trolley manufacturer?