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Commentator

Join Date: Jun 2007
Posts: 72

Design Load for Smit Brackets

07/12/2007 12:48 AM

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?

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Power-User

Join Date: Feb 2007
Posts: 273
Good Answers: 3
#1

Re: Design Load for Smit Brackets

07/13/2007 8:20 AM

Do a GOOGLE Search!

Results 1 - 10 of about 50,300 for smit bracket. (0.10 seconds)

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Commentator

Join Date: Jun 2007
Posts: 72
#2
In reply to #1

Re: Design Load for Smit Brackets

07/14/2007 12:56 AM

already done a google search mate. thanks for wasting your time posting a reply telling me to do a google search. really appreciate it.

anyways, this kind of question cant be answered here. the plates of the smit bracket had been bend. they need inspection by a third party agency or a case study to check and see whether this bend will deteriorate and fail with the tension applied. thanks anyways.

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