Can anyone advise me how to calculate the breaking point of a smit bracket ?
what details i should pay attention to and most importantly how to calculate the relevent values.
the towing bollard of the tug to be used has a capacity of 160 tons (i guess SWL but i am not sure i ll check later)
the smit bracket on the barge has its two padeyes between the pin a little wide open, ie is they are not vertical ...as if some bending has occured. So i want to know if it can still hold the load without failing.
any advise?