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Safety Factor With People Underneath 1
- Thread starter AEng123
- Start date
EdStainless
Materials
You need to look at standards used for cranes and lifting devices.
We had some spreader bars built, and the design factors were at least 8x.
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P.E. Metallurgy, Plymouth Tube
We had some spreader bars built, and the design factors were at least 8x.
= = = = = = = = = = = = = = = = = = = =
P.E. Metallurgy, Plymouth Tube
- Thread starter
- #4
Thank you for your replies,
I use SF=3 for general purpose spreader bars (From ASME BTH category B lifter, service class 0)
For manbaskets I use SF=5 (From CSA Z150)
So I usually use SF=5 for people underneath a load because the same risk is involved for a manbasket. But I have noticed others use 3,6,8, it is all over the place, so I was curious what other people use and why.
Does anyone know what safety factor automotive lift designers use? I tried looking it up but was not able to find it.
A.M.
I use SF=3 for general purpose spreader bars (From ASME BTH category B lifter, service class 0)
For manbaskets I use SF=5 (From CSA Z150)
So I usually use SF=5 for people underneath a load because the same risk is involved for a manbasket. But I have noticed others use 3,6,8, it is all over the place, so I was curious what other people use and why.
Does anyone know what safety factor automotive lift designers use? I tried looking it up but was not able to find it.
A.M.
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1
- #6
LittleInch
Petroleum
What do you mean by "holding a load"?
And why is anyone working underneath it?
first rule of risk reduction is to eliminate the risk.
Failure of the static lifting equipment is only one potential cause of failure.
Consequence is very high (death), so acceptable risk of failure needs to be very low to achieve an overall risk level which may be acceptable if no other solution is feasible.
To put it another way, would you work under it??
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
And why is anyone working underneath it?
first rule of risk reduction is to eliminate the risk.
Failure of the static lifting equipment is only one potential cause of failure.
Consequence is very high (death), so acceptable risk of failure needs to be very low to achieve an overall risk level which may be acceptable if no other solution is feasible.
To put it another way, would you work under it??
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
Something that I used, and seem to be the industry norm for working under a suspended load was to double the rigging used to lift, BUT use "fixed" elements.
For example if four chain falls were suspending an exhaust duct, the load was "shared" with four cables with turnbuckles once it was in location
For example if four chain falls were suspending an exhaust duct, the load was "shared" with four cables with turnbuckles once it was in location
I can't name the standard anymore... too long ago, but for me it was SF=5 against Ultimate Strength.
We had other requirements for SF, some were for ultimate and other were for yield strength.
Littleinch, in my case my designs weren't necessarily that anyone was actually working underneath it at the time of use. The point was that these are above work areas, aka overhead, and therefore had a minimum factor of safety regardless if anyone else but the crane operator was in the room.
--Scott
www.aerornd.com
We had other requirements for SF, some were for ultimate and other were for yield strength.
Littleinch, in my case my designs weren't necessarily that anyone was actually working underneath it at the time of use. The point was that these are above work areas, aka overhead, and therefore had a minimum factor of safety regardless if anyone else but the crane operator was in the room.
--Scott
www.aerornd.com
JME but its more common to work under suspended loads than to ban the practice, many plants have all manner of hanging conveyors, material handling cranes, etc overhead constantly. Many modular cranes on assembly lines are actually themselves suspended many feet from ceiling rafters. At a previous employer several of us got a regular giggle out of stopping tour groups at a particular spot on a main aisle and pointing out the line of 10+ ton engines inching along directly overhead, folks often became uncomfortable and stepped aside quickly. So long as due diligence is given to safety factors, maintenance/safety procedures, and loads/lifts are non-critical there's little need to worry.
- Thread starter
- #11
GregLocock
Automotive
We had to have an annual proof test of a factor of 4 over the nominal working load. I pointed out that we were damaging the rig more in that one annual test than in all the rest of its use. Fell on deaf ears...
Cheers
Greg Locock
New here? Try reading these, they might help FAQ731-376
Cheers
Greg Locock
New here? Try reading these, they might help FAQ731-376
bridgebuster
Active member
I'm with LittleInch and Chicopee. No one should be under the load. Your lifting beam and rigging may have a sufficient FS but $#!+ Happens! Fortunately in this case no one was hurt.
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