Hi,
I was checking a beam for a "maximum" point load in the middle of the beam (30 ft beam supported at 28ft span). This is a header beam on a gantry system with a shackle and sling directly in middle of beam. When checked with a point load in the middle i can get around 230 kip at .95 code...
Hi, This is for learning purposes but i am using a real life situation that I have came across before.
If someone could please show me the steps/explanation of this I WOULD GREATLY APPRECIATE it.
So, there is a vessel sitting on a beam. The vessel weighs 240kip. The vessel is being jacked up...