Hi there. I am trying to detail connections for a secondary beam connecting to a primary cambered beams. i havent worked with cambered beams before.
Case1 -
the W610x101 has 3/4" Camber - So all the secondary beams needs to be adjusted to match TOS of the cambered beam at every location... that...
Hello everyone [smile]
I'm new to this. I have to design a Steel Ramp which will have a Forklift moving over it (aprx. Load - 17500 lbs).
Is it better to consider the load as a UDL or should I consider it as Wheel loads(4 moving point loads).
If its better to consider it as Wheel loads can you...