Welcome Guest! The IOSH forums are a free resource to both members and non-members. Login or register to use them

Postings made by forum users are personal opinions. IOSH is not responsible for the content or accuracy of any of the information contained in forum postings. Please carefully consider any advice you receive.

Notification

Icon
Error

Options
Go to last post Go to first unread
Admin  
#1 Posted : 27 April 2009 12:49:00(UTC)
Rank: Guest
Admin

Posted By s_jesu hi, I have to approve a lifting plan, the load is calculated as per plan is 75.5Tonne and the spreader beam is having the SWL of 80Tonne. The lifing has to be done in onshore and to be transported to offshore and to be erected thereafter. I know 100% of SWL lift is no where permitted, Whether this lift plan can be approved? Is there any legislation/standards where this plan can be executed. Please suggest..I am running out of time. s.jesu@topaz
Admin  
#2 Posted : 27 April 2009 12:58:00(UTC)
Rank: Guest
Admin

Posted By A Campbell Are you asking for uk law..or is this abroad? Other consideration would be compensating for heave/swell and snatch of load... 0.5 ton may be rapidly more depending on shock load if you have a not got a calm sea state?
Admin  
#3 Posted : 27 April 2009 15:39:00(UTC)
Rank: Guest
Admin

Posted By s_jesu This for middle east, UAE
Admin  
#4 Posted : 28 April 2009 08:50:00(UTC)
Rank: Guest
Admin

Posted By Robert K Lewis Your load is within the SWL of the spreader but! You will also need to look at the crane capacity at the load radius required in the context of your lift plan. You sound as though you are not too sure on this and I think that you might be best advised to get an engineer involved. You will need to look at where the crane can be located and that the swl of the crane is not exceeded at the radius to place the load in position. This in turn means a balance between possible locations, ground bearing capacity and crane size. With this size load I anticipate at least a 150 tonne crane or even larger if you cannot get close enough. The lift plan should make all of this clear. Incidentally I would be looking closely at the training of the slinger/signaller with the load so close to the spreader capacity. Bob
Admin  
#5 Posted : 28 April 2009 09:49:00(UTC)
Rank: Guest
Admin

Posted By s_jesu thanks bob. The lifting plan is been prepared by an engineer and all other requirements for safe lifting is fine. Is there any need to maintain a cushion of 10 to 20% of SWL, the proof load applied on spreader beam for testing - 90Tonne. jesu@topaz
Users browsing this topic
Guest
You cannot post new topics in this forum.
You cannot reply to topics in this forum.
You cannot delete your posts in this forum.
You cannot edit your posts in this forum.
You cannot create polls in this forum.
You cannot vote in polls in this forum.