As an Operator, the chokers should never be choked different directions what it's called a reverse choke. the straps or chokers should always be choked in the same direction so that they render down on the load and not pull against each
@@BLINDROOSTER312 There is no "right way". There are definitely wrong ways, but theres no single right way. Rigging loose bundles opposite can be dangerous, but rigging a beam opposite is one way of getting it to sit level in the rigging. Peoples opinions of what is a the "right way" often depends on the industry, as many "right ways" are considered such because they are best for the longevity of the rigging, but in certain situations the longevity of the rigging takes a back seat to the safety of the worker at the other end of the hook. I'm surprised you don't know this, as an operator. So you work with it iron workers? How about Divers? Do you do much marine work off of barges? Are you in a local?
IMHO the edge protection shown here is inadequate for all but grade 120 chain. Chain requires an edge radius of at least the same as the chain radius (for all grade chains under 120) Flexible steel wire rope requires the edge to have 5 times the radius of the FSWR Soft slings require the edge to have a radius of at least 3 times the compressed thickness of the sling. All the above information is from Australian Standards and (in the case of soft slings) from the manufacturer Spandex.
Awesome...many thanks this is so useful for me due to I'm a trainer and consultant of EHS. Greatfull to make my presentation more interesting
When chocking nylon or steel chokers the eye with the tag always goes to the hook
As an Operator, the chokers should never be choked different directions what it's called a reverse choke. the straps or chokers should always be choked in the same direction so that they render down on the load and not pull against each
You must not work in steel erection.
@@AZ-kr6ff even iron workers know the right way
@@BLINDROOSTER312
There is no "right way".
There are definitely wrong ways, but theres no single right way.
Rigging loose bundles opposite can be dangerous, but rigging a beam opposite is one way of getting it to sit level in the rigging.
Peoples opinions of what is a the "right way" often depends on the industry, as many "right ways" are considered such because they are best for the longevity of the rigging, but in certain situations the longevity of the rigging takes a back seat to the safety of the worker at the other end of the hook.
I'm surprised you don't know this, as an operator.
So you work with it iron workers?
How about Divers? Do you do much marine work off of barges?
Are you in a local?
@@AZ-kr6ff why do you care what I said. I was talking about loads that need to bundle. No one said anything about a single piece of iron. Bye
@@BLINDROOSTER312
You said nothing about bundles.
You also used the word "never".
IMHO the edge protection shown here is inadequate for all but grade 120 chain.
Chain requires an edge radius of at least the same as the chain radius (for all grade chains under 120)
Flexible steel wire rope requires the edge to have 5 times the radius of the FSWR
Soft slings require the edge to have a radius of at least 3 times the compressed thickness of the sling.
All the above information is from Australian Standards and (in the case of soft slings) from the manufacturer Spandex.
Chris K diameter x diameter x 8.0
1.59 shouldn't the hooks face outwards of the chains?
Ummm... if it did, the chain could easily slip out of the hook.
No hooks should always face inwards
Ok nice
Do you have an email address for writing to you about possible loads? Thanks!
Hi, Monte. Please email your question(s) to our training manager, jason.birdwell@thecrosbygroup.com.
Good
Thanks
Very Nice practice
Thank you sir
Very useful video
Very nice
👍👍
Great
hi
sir if we can use schackle for chocker hitch ?
Hi sir how to calculate the 1" wire sling capacity in vertical and in any angles? Please reply me (ASAP).
8(d2) in tons so 1"x1= 1x8= 8tons (better late than never lol)
@@kylebarton6498 or dia x dia x 8
Sir how we calculate the load of rebars
Plz sir can you please tell me
no sorry
Diaxdia/162 answer is kg/Mtr then you can multiply the derived kg by total length of rebar, then you will get weight of one full length of rebar.