Why the 50kips limit on brackets supporting overhead cranes?
Why the 50kips limit on brackets supporting overhead cranes?
(OP)
Friends
The following may be also in AISC:
I use AISE's old copy of Manual for design of Mill Buildings(1979). I love the manual especially after noticing that the great Fisher also made references to it.
1) Have the manual been updated?. If yes, by what the latest.
2) The manual RECOMMENDS max. 50kips load on brackets for brackets supporting crane girders. Otherwise you are supposed to place a column to carry the girder. what is the reasoning behind this?.
The following may be also in AISC:
I use AISE's old copy of Manual for design of Mill Buildings(1979). I love the manual especially after noticing that the great Fisher also made references to it.
1) Have the manual been updated?. If yes, by what the latest.
2) The manual RECOMMENDS max. 50kips load on brackets for brackets supporting crane girders. Otherwise you are supposed to place a column to carry the girder. what is the reasoning behind this?.





RE: Why the 50kips limit on brackets supporting overhead cranes?
RE: Why the 50kips limit on brackets supporting overhead cranes?
the buck stops.
RE: Why the 50kips limit on brackets supporting overhead cranes?
Thanks once more and again