EMT Connectors and Ground-Faults.

EMT Connectors and Ground-Faults.


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Interesting debate...

I happen to be in a unique position to work for a fittings manufacturer. Most of our fittings are tested/certified/listed to UL514B. We make both Compression and SetScrew style fittings to this specification. All fittings pass the UL test requirements "WHEN PROPERLY INSTALLED AND USED IN AN APPROPRIATE ENVIRONMENT". That is the caveat which some don't understand. Also, a UL committee develops the 'specs' that manufacturers use to design fittings. How they arrive at the numbers is based on what they feel is appropriate for the application.

There are many factors that can determine the maxiumum ground fault current that a fitting can handle (i.e. contact pressures, metal types, contact surface area, etc.). Assuming set screws are torqued properly and compression nuts are fully tightened, both types can easily pass the ground fault current and electrical resistance (voltage drop) tests specified in UL514B. Is there a type that can perform better in these tests? Yes. The Set Screw version has slightly lower contact resistance due to the destructive nature of the setscrew deforming the plating and relatively high contact pressures exerted on the conduit base metal. However, the improved performance can be considered minor as they have no bearing on the real-world performance requirements. Plus, there are too many other variables to consider (i.e. workmanship, fitting/tubing tolerances, tubing hardness, oxidation, etc.) that would typically negate such an 'edge' in electrical performance.

In addition, in mechanical tests (i.e. bend & pull), both fittings handle the required forces easily. Can these fittings be made to fail these tests? Yes. Let's say the required pull force is 300lbs for 5 minutes, and you apply 450 lbs, odds are the fitting may not pass. Many manufacturers design fittings to meet the UL requirements and nothing more. This makes sense for costs, but sometimes not all field applications are controlled lab environments with people using calibrated torque wrenches or sophisticated current test equipment. Sometimes, it makes sense to slightly 'over-design' to compensate for these differences. A properly designed and produced zinc fitting is every bit as strong and performs as well as a steel fitting. I have seen diecast locknuts that have only a 330 degree cast-in thread, which can't even hold much over the typical torque applied in the field without jumping a thread on the fitting, or cracking. Our company makes locknuts that have two, fully cut threads in each locknut to be able to maximize the amount of torque that can be generated without damaging the locknut.


As for the battle between die cast zinc and steel fittings, I believe zinc is better due to superior dimensional consistency and better assembly performance. Not to mention zinc's inherent corrosion resistance that continues all the way through the fitting.

The main reason why many people switched from zinc to steel in the last 5 years was due to costs. Zinc was at $.65/lb in 2004 and went up to over $2.10/lb in 2006. This caused a great many distributors to flock to steel due to its significantly lower cost. Now steel has risen 45% since the beginning of 2008 and is becoming more in line with Zinc, which has slightly dropped to about $1.30/lb. I am sure many more folks will to return to zinc becuse if price continues to become a mute point, many folks will prefer zinc fittings over steel.
 
LJSMITH1 said:
As for the battle between die cast zinc and steel fittings, I believe zinc is better due to superior dimensional consistency and better assembly performance. Not to mention zinc's inherent corrosion resistance that continues all the way through the fitting.
I have seen cast connectors' threads strip as often as the locknuts have stripped, as well as the setscrew holes, but my biggest concern with cast fittings is that I have seen them split and break from sideways force on the conduit.

I have never seen a physically-damaged steel fitting.
 
I have stripped threads on steel connectors just as well as die cast.

I have never seen a coupling, connector or conduit body break when the raceway was secured and supported per NEC requirements unless the raceway was hit by something that was stronger then the raceway itself.
 
Most (if not all) zinc fitting body damage (i.e. splitting) is caused by excessive force exerted on the conduit from either impact or improperly supported conduit. While Steel has a bit more malleability than zinc (by nature of the different metal), it too can be distorted or damaged with excessive force.

In our experience, when zinc fittings are installed and used in the manner/application for where they were intended, they will function perfectly - forever. In the millions upon millions of these fittings that we produce a year, there are very few instances where the fitting did not function as designed. In those cases, 9 times out of 10 were due to improper installation or application error.

Now this is our experience with our own product. We know that there are inferior zinc fittings on the market which have inherent manufacturing or design issues that make them marginal. While they may pass UL514B, they do so - marginally.

We have seen competitor's steel fittings that heavily rusted through in under 6 months in a normal outdoor environment (i.e. not coastal). The cause was substandard zinc plating. We have also seen steel ss fittings that would not fit the maximum size of 1/2" conduit allowed (0.711") without hammering them on. Dimensional stability is always a concern for formed steel fitting manufacturers as the raw material's thickness, hardness, and malleability tolerances all change frequently and are difficult to control. With die cast zinc, the alloy is easily controlled and the die maintains the tolerances.

Like with anything else, the cheaper things get, the less reliable they become.
 
LJSMITH1 said:
Most (if not all) zinc fitting body damage (i.e. splitting) is caused by excessive force exerted on the conduit from either impact or improperly supported conduit. While Steel has a bit more malleability than zinc (by nature of the different metal), it too can be distorted or damaged with excessive force.

In our experience, when zinc fittings are installed and used in the manner/application for where they were intended...

The issue for the actual installers is that while the job is coming together the conduit is NOT fully or well supported until you get just a bit further along on that section. This reality applies to service work as well when you are taking sections of that assembly apart to add or change.

This reality of life at the top of the lift or ladder is that fittings WILL be torqued on and have greater lateral force applied prior to having all the support hardware installed or tightened down. In these VERY common situations zinc comes up short.
 
LJSMITH1 said:
Interesting debate...

I happen to be in a unique position to work for a fittings manufacturer. Most of our fittings are tested/certified/listed to UL514B. We make both Compression and SetScrew style fittings to this specification........

Thanks for you time and input to this topic. We appreciate the perspectives of those who design the products we install. Very helpful.
 
peter d said:
Yes, I second that. :)

I'll third that...

but also say that I believe BryanMD hit the nail right on the head. It's not so much after it's up, it's while you're putting it up.
 
BryanMD,

I am aware of that kind of situation, and I can agree that steel could withstand some of the added stress in that situation compared to an equivalent zinc fitting. However, one trick that some have done with zinc fittings, is to leave the locknut loose as to allow the fitting to move with the conduit as it's being manipulated into place. Then, once everything is secure, go back and tighten the locknut.

While this may not be practical in all situations, it certainly can help some. Now, if an electrician is using the fitting to 'anchor' the end of the EMT into a box so that the EMT can be bent (tweaked) into place using the fitting as a holder, then fitting body may split due to excessive side load. Likewise, if the fitting is being used as a sole, temporary means of support for a long, heavy conduit run, then it may become damaged.

Any fitting will be able to be damaged if the way it's used exceeds the design criteria. I could make a standard zinc ss fitting with 2x to 3x the wall thickness that will probably not have a problem handling the excessive scenario above, but the result will be 2x the cost and for limited performance gain. As such, we are always designing fittings to provide the 'best bang for the buck".

As a parting note, there are fittings manufacturers that don't use the highest quality zinc alloy, nor do they design wall thicknesses to withstand anything above the minimum UL specification. These will certainly make your life difficult on the job since they cause more problems than they solve.
 
LJSMITH1 said:
I could make a standard zinc ss fitting with 2x to 3x the wall thickness that will probably not have a problem handling the excessive scenario above, but the result will be 2x the cost and for limited performance gain. As such, we are always designing fittings to provide the 'best bang for the buck".
I guess my position is that presently-made steel fittings give more bang for my buck than do presently-made cast ones.
 
LarryFine said:
I guess my position is that presently-made steel fittings give more bang for my buck than do presently-made cast ones.


If steel prices continue to increase the way they have been, then that may not be the case down the road...

There definitely are two 'camps' when it comes to die cast fittings and steel fittings. There are pro's and con's pointed out on both sides. I am admittedly biased, since my company primarily manufactures high quality zinc fittings. However, I try to see both sides and understand the preferences and issues with the two types.

That being said, I respect the comments from the field and look forward to using them to further improve our products. That is one of the main reasons why I joined this forum.

Thank you for your feedback! :grin:
 
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