we are doing a crane boom analysis and are confused about the application of the loadings at the tip of a the boom.
Our scenario is –
6m SWH, we have computed the dynamic factor to be 2.81 for an SWL of 12 tonnes. Thus the actual load at the crane boom tip is about 34 tonnes (12 x 2.81)...
Hello,
I am doing an end of life study for an offshore crane. The crane was initially designed for 25000 cycles with max load, but it hasnt gone through that in its life time. What i m wondering is if we were to do a thorough check of the welds and the rest of the structure and we find no...
