TITAN CRANE ANALYSIS

Project Summary

The floating crane TITAN was built in Germany in 1941 and moved to Long Beach, California, in 1948, where it has been in service

ever since. The luffing type crane has a lifting capacity of 350 t from the two main hooks at the ends of the jib booms. The tip of the

main boom towers 114 m above water level. In preparation of closing down the Long Beach Naval Shipyard, the crane was sold to the

Panama Canal, where it will be used for maintenance work on the canal and its lock doors, etc. Before the crane was moved to

Panama, it was completely refurbished.

Since limited crane capacity is available in Panama, the crane needed to be delivered fully erect, as re-assembly upon arrival was not

an option. A wet tow of the fully erected crane was considered too risky (a sister crane capsized and sank during a wet tow across

the English Channel) and the dry transport option, using a self-propelled heavy-lift vessel was pursued. Because of the 117 m height

restriction of the Bridge of the Americas, the crane boom had to be partly lowered during the transport.

In order to confirm transport feasibility, a detailed structural analysis of the crane structure was performed. A complete survey was

done to measure the dimensions of most of the beams of the crane. A detailed model containing over 1,500 beam elements was built

to analyze the behavior of the structure when subjected to dynamic loadings during the transport. The FEM analysis showed that

internal seafastenings, some strengthening and a boom support were required to ensure acceptable stress levels in all relevant

members of the crane structure.

The transportation contract was awarded to SeaTeam Heavy Lift of Oslo, Norway, and on May 19, 1996, the SEA SWAN loaded the

TITAN crane by means of the float-on method. Upon completion of the seafastening operation, the heavy-lift ship departed Long

Beach on May 22. After an uneventful voyage, the ship arrived in Panama on May 31 where the Titan was safely offloaded and

delivered to its new owners.

The project scope included:

Upon the safe delivery, Argonautics Marine Engineering, Inc. was invited to provide the procedures (including all supporting

calculations) for removal of all temporary transportation members and re-assembly of the crane, see also the TITAN Re-Assembly

project sheet.

This successful transportation of the Titan crane was featured in the September 1996 issue of the "Maritime Reporter and Engineering

News"

specialists in marine heavy-lift transportation engineering

naval architects

marine surveyors

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Est. 1992

■	Detailed survey of the crane structure;
■	Design criteria and ship motion calculations;
■	Full structural analysis of the crane subjected to dynamic loading during transport;
■	Design of all internal strengthening and seafastenings;
■	Design of boom support;
■	On-site inspection of all internal strengthening, seafastenings and boom support.

The SEA SWAN loaded with the TITAN crane departing Long Beach

FE model of the crane

Boom support

Top of boom support

Counterweights partly removed