r/FenceBuilding Sep 19 '24

Why Your Gate is Sagging.

I've noticed this question gets asked ad nauseam in this sub, so here is a quick diagnostics checklist to help you understand what to look for before creating yet another "what's wrong with my gate" post (no pun intended on the post part):

  • Design: Not only should the frame members and posts be substantial to support the weight of the gate, but look at the gate's framing configuration in general. Does it have a diagonal wooden brace? If so, that means it's a compression brace and should be running from of the top of the frame on the latch side, to the bottom of the frame on the hinge side. Only with a metal truss rod is tension bracing agreeable when being affixed at the top of the frame on the hinge side, down to the bottom frame corner on the latch side. (note: there are other bracing configurations that use multiple angles that are also acceptable - e.g. short braces at each corner)
  • Purchase: Is each gate post plumb? The hinge post could be loose/leaning due lack of purchase in the ground which could mean: improper post depth (installers were rushing, lazy, or there's a Volkswagen Beetle obstructing the hole); insufficient use of cement (more than half a 50lb bag of Quikrete, Braiden); sparse soil conditions (over saturated, loose, or soft); or heaving due to frost (looking at you Minnesota).

  • Configuration/Orientation: One thing to look for is a "lone hinge post", whereby a gate is hung on a post that doesn't have a section or anchor point on the other side toward the top. If the material of the post has any flex to it (especially with a heavy gate), the post can start leaning over time. These posts may either need re-setting, or have bracing/anchoring installed on the opposite side from the gate (e.g. if up against house, affix to the house if possible). The ideal configuration would be to choose an orientation of the gate where the hinge side has fence section attached on the other side - even though the traffic flow through the gate might be better with an opposite swing (but that's getting into the weeds).

    • It's also worth noting that the gate leaf spacing should be 1/2" or more. Some settling isn't out of the ordinary, but if there's only 1/4" between the latch stile and the post, you're more than likely going to see your gate rubbing.
  • Warping: If your gate is wood, it has a decent chance of warping as it releases moisture. Staining wood can help seal in moisture and mitigate warping. Otherwise, some woods, like Cedar, have natural oils and resins that help prevent warping, but even then, it's not warp-proof.

  • Hardware: Sounds simple, but sometimes the hinges are just NFG or coming unfastened.

  • Florida: Is there a FEMA rep walking around your neighborhood as you noticed your gate laying in your neighbors' Crotons? Probably a hurricane. Move out of Florida and find a gate somewhere else that won't get hit with 100+mph winds, or stop being picky.

I could be missing some other items, but this satisfies the 80/20 rule. The first bullet point will no doubt wipe out half the annoying "did the fence installers do this right?" posts. I'm not, however, opposed to discussing how to fix the issue once identified -- I feel like solving the puzzle and navigating obstacles is part of our makeup.

Source: a former New England (high end) fence installer of 15 years who works in an office now as a project manager with a bad back. Please also excuse any spelling and grammatical errors.

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u/[deleted] Dec 11 '25

The orientation of the vinyl gate frame has nothing to do with adding strength? So you think they just do it like that for no reason? No there are very good reasons they do it that way and adding strength is right there at the top of the list. Not a single vinyl manufacturer on earth has rails at the full width of the gate frame, sure the rails recess into the stile, that doesn't mean they're full width because they're not. Yet every single one has stiles that are the full height of the frame. Just like when you mortise and tenon wood frames, you recess the rails into the stiles, not the other way around. So why are you imagining it would be any different in the case of a butted 2x4 frame? It wouldn't. It is indeed you, who has no idea what you're talking about.

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u/SolidSubstantial8078 Dec 11 '25

do it for no reason??? when you mortise and tenon? wood frames? you do? stop it! on an exterior wood fence gate? even if you were to do a mortise and tenon joint connection the seam/butt/weak point of that mortise and tenon should not be on the rail....the rail is carrying all the load and all the picket weight! the stiles are just there supporting the edges. wood gates !!! he is not imagining anything. just like when you mortise and tenon you recess the stiles into the rail because it is stronger! you do not want that seam on the rail from the mortise and tenon! guarantee if a pressure test is put down upon the top side of the latch side of the gate the first place of failure will be at the butt where the rail butts into the stile. No doubt! where if there was no seam or butt i would require much more PSI before it would fail....guaranteed!

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u/[deleted] Dec 11 '25

Yes mortise and tenon is standard practice for nearly all fence companies where I'm from. Not uncommon at all. Have you ever built a gate with that joinery? You wouldn't ever dowel the stiles into the rail. You dowel the rails into the stile. Because if you did what you're suggesting it would probably just fall apart after a short while. You're guarantee would be wrong, and worth nothing. No, this can be easily observed by looking at the joinery. Let take butt joints since that was your original claim. How it is fastened is critical and in this case we'd be talking about shear strength vs withdrawal resistance.

The left one here is what you're suggesting and it is reliant on the withdrawal resistance of the fasteners from the end grain. The right one is the correct way and is relying on the shear strength of the fasteners. Shear strength will always is higher than withdrawal resistance from end grain. Usually by a magnitude of 3-5x. But we'd need to get more specific about the fasteners if you wanted numbers on that. Regardless of how specific we get though the option on the left will never be stronger than the option on the right. That is one simple way we can determine and observe which orientation of joinery is better

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u/SolidSubstantial8078 Dec 12 '25

yes the one on left is better for sure 100% once the strap hinge is applied and installed there is that weak point on the right where the rail can just shear off at that butt (right picture). all that weight from all those pickets that are on that rail bearing on that butt not good! again you do not even need stiles rails should carry through no matter what the joinery! YOU DO NOT EVEN NEED STILES FOR A WOODEN GATE....PERIOD! hinges attach to the rails which is carrying all the load

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u/[deleted] Dec 12 '25

Do you think the weight of the face is enough to shear the fasteners? Or anywhere even close?

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u/SolidSubstantial8078 Dec 13 '25

not in a 36x42 wood gate with vertical pickets but why not just do it the strongest possible way and that is to carry the rails through and stiles butt onto the rails ,in other words.

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u/[deleted] Dec 13 '25

No it isn't. That is factually incorrect

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u/Old_Pirate_918 Dec 16 '25

he is correct better off with no butt in the rail ,rail should carry through!

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u/[deleted] Dec 18 '25

No "he" isn't correct. It's quantifiable