Explainer

Why Shackle Side-Load Derating Tables Disagree With Each Other

By RiggingOps Editorial · Updated

Sources last verified against ASME B30.26-2015 Fig. 26-1.9.4-2 and sections 26-1.2, 26-1.3, 26-1.9.4(g), plus The Crosby Group's catalog page 94 (2017 and 2019 copyright editions). How we re-check

Read before you rig

Recovery gear stores serious kinetic energy. A failed rope, strap, or shackle can whip back with enough force to injure or kill. Keep everyone clear of the load path, never exceed a component's rated capacity, and follow your gear manufacturer's manual. Where it differs from anything on this page, the manual wins. This article is spec-and-evidence analysis, not field instruction from a certified instructor. If you're not confident rigging the pull safely, that's a reason to call someone who is, not a reason to guess.

Key takeaways

  • Two currently published sources give different reduction percentages for the same side-load angle, and neither is wrong. The rigging standard publishes a four-band table. The Crosby Group publishes a seven-band table in its own catalog. At 25 degrees off-axis the standard says reduce the rated load by 30 percent and Crosby says 25 percent; at 60 degrees the standard says 50 percent and Crosby says 45.
  • The standard is what permits the disagreement. Its rigging-practices clause says that if a shackle is side loaded the rated load shall be reduced according to its own figure OR the recommendations of the manufacturer or a qualified person. Its rated-load section separately says rated load shall be in accordance with the recommendation of the shackle manufacturer. Two authorities, both sanctioned by the same document.
  • Crosby publishes a second, incompatible table for its own larger shackles. Above 3 inches the bands collapse to 0 percent up to 5 degrees, 15 percent from 6 to 10 degrees, and beyond 10 degrees the entry is not a percentage at all but a requirement for analysis. Above 125 metric tons past 5 degrees, the instruction is to contact the manufacturer's engineering department.
  • The generic two-point rule that circulates is the standard's table with the middle removed. A commonly repeated version says 45 degrees means a 30 percent loss and 90 degrees means 50 percent. Those are the endpoints of the standard's bands, and at least one distributor publishing them labels the rule a general guide only.
  • A rigging distributor argues against using any generic factor at all, and does not publish one. Its guidance is to not use generic derating factors, that only manufacturer-published derating applies, and to confirm values against the specific manufacturer chart. It offers a single illustrative example rather than a table.
  • One off-road brand publishes its own angle derating; four do not. Factor 55's Crossbeam Shackle bulletin states 12,000 lb working load limit from 0 to 5 degrees and 8,400 lb from 5 to 45 degrees, which is exactly a 30 percent reduction and matches the standard's mid-band. Of five off-road brands checked, it was the only one with a published angle table.

Pull a shackle off-axis and its rated capacity drops. Everyone agrees on that. Ask by how much and you get different answers from sources that are all current, all published, and all correct.

The disagreement is not sloppiness in the secondary literature. It is written into the standard.

Scope: what this page covers, and what it does not

This page compares published side-load derating data for shackles and explains why the published sources differ. It does not tell you which number applies to your hardware, because that depends on who made it.

Three sourcing tiers appear below and they are labelled throughout, because the whole subject turns on the distinction:

  • The standard. The figure and clauses quoted are from the 2015 edition of the rigging-hardware standard, read from the volume text. The current edition is newer and paywalled, and whether its numbers changed could not be checked. Both facts are stated again at the end.
  • A manufacturer’s own catalog. Crosby’s tables are quoted from its own published catalog pages, which are linked and free to read.
  • Distributors and suppliers. Named as such wherever quoted.

One clarification before the numbers. This page is about the shackle’s own capacity falling when loaded across the bow. It is not about redirect or snatch-block angle, which is a different mechanism concerning the force arriving at an anchor. This site covers that separately.

The three tables

What the standard publishes

Its side-loading figure gives four bands.

Side-load angle Rated-load reduction
In-line (0) to 5 degrees None
6 to 45 degrees 30 percent
46 to 90 degrees 50 percent
Over 90 degrees Not recommended; consult the manufacturer or a qualified person

What Crosby publishes for shackles up to 3 inches

Its catalog gives seven bands for screw-pin and bolt-type shackles from 3/16 inch to 3 inches, up to 120 metric tons.

Angle of side load from in-line Adjusted working load limit
0 to 10 degrees 0 percent reduction
11 to 20 degrees 15 percent reduction
21 to 30 degrees 25 percent reduction
31 to 45 degrees 30 percent reduction
46 to 55 degrees 40 percent reduction
56 to 70 degrees 45 percent reduction
71 to 90 degrees 50 percent reduction

What Crosby publishes for its larger shackles

Above 3 inches, the same catalog page gives a different and much shorter table.

Angle from in-line Reduction in working load limit
0 to 5 degrees 0 percent
6 to 10 degrees 15 percent
Over 10 degrees Analysis required

And above 125 metric tons with a side load greater than 5 degrees, the published instruction is to contact the manufacturer’s engineering department.

Where they actually diverge

The two main tables agree at the ends and disagree in the middle, which is where most real rigging sits.

Angle Standard says Crosby says Difference
8 degrees 30 percent 0 percent The standard has already derated; Crosby has not
25 degrees 30 percent 25 percent Standard more conservative
45 degrees 30 percent 30 percent Agree
60 degrees 50 percent 45 percent Standard more conservative
90 degrees 50 percent 50 percent Agree

Note the first row. At 8 degrees off-axis the standard has already applied its full 30 percent mid-band reduction while Crosby’s table says no reduction at all until past 10 degrees. That is a different shape of answer rather than a rounding difference: the standard uses coarse, conservative steps, and the manufacturer uses a finer curve fitted to hardware it designed and tested.

Why both can be right

The reason both tables can be correct is in the standard’s own wording.

The standard’s rigging-practices clause states that if a shackle is to be side loaded, the rated load shall be reduced according to its own figure or the recommendations of the manufacturer or a qualified person. That is an either/or, written into the requirement.

That clause alone is enough to explain the disagreement, and it is worth being precise that it does the work by itself.

A separate rated-load section says rated load shall be in accordance with the recommendation of the shackle manufacturer. That establishes where the baseline capacity comes from before any angle is applied. It is consistent with the picture, and it is not the clause that permits a manufacturer’s derating curve to replace the standard’s table; the rigging-practices clause is. Read together they point the same way, but only one of them is doing the permitting.

So the standard sets out a table and, in the same chapter, says the manufacturer’s recommendation may be used instead. Two published answers to one question, both sanctioned by the same document. That is the structure the literature was given rather than a failure of it.

The practical reading: the manufacturer’s data for your specific shackle is the more specific instruction, and the standard’s table is the fallback when you do not have it. What does not follow is averaging the two, or applying one maker’s curve to another maker’s hardware.

The position that says use neither generic table

A rigging distributor takes a firmer line and, notably, practices it. Its guidance is not to use generic derating factors, that only manufacturer-published derating applies, and to always confirm values against the specific manufacturer chart. Its page offers a single illustrative example rather than a table of its own.

A manufacturer states a compatible position: if a shackle is side loaded, the rated load must be reduced according to the manufacturer’s recommendation, applicable tables, or evaluation by a qualified person.

That was worth checking rather than assuming, because a source arguing against generic factors while publishing one would be a contradiction worth reporting. Neither does.

Meanwhile the compressed rule does circulate. A supplier’s shackle guide states that generally a 45 degree load implies a 30 percent loss and a 90 degree load implies 50 percent, and calls it a general guide only in the same sentence. Those two figures are real band boundaries from the standard. Dropping everything between them is what makes it a rule of thumb rather than a table.

What the off-road market publishes

Five off-road brands were checked. One publishes an angle derating for a specific product.

Brand Angle-versus-reduction data found
Factor 55 Yes: Crossbeam Shackle bulletin, 12,000 lb working load limit from 0 to 5 degrees and 8,400 lb from 5 to 45 degrees
ARB Not found on pages checked
Warn Not found on pages checked
Bubba Rope Not found on pages checked
GearAmerica Not found on pages checked

The Factor 55 figures are worth a second look. A drop from 12,000 to 8,400 lb is exactly 30 percent, which is the standard’s mid-band value applied across a 5-to-45-degree range. The bulletin also states that both figures are laser-engraved on the shackle for reference during rigging operations, which puts the derating on the part itself rather than in a document alone.

Four brands showing nothing is reported here as not found on the pages checked, not as proven absent. It was not an exhaustive audit of every technical manual.

What this page could not establish

The current edition’s numbers. The figure and clauses here were read from the 2015 edition. A newer edition exists and is paywalled, and whether the side-loading bands changed in it was not verified.

Whether Crosby’s newest catalog repeats page 94 unchanged. The 2017 and 2019 copyright editions were both read and match each other exactly. A 2023-copyright page from the same catalog was read and cross-references the side-loading section, confirming the doctrine still applies, but page 94 itself was not re-read in that edition.

One correction is worth recording, because it nearly became this page’s premise. A search summary attributed a five-band derating table to the distributor quoted above. Fetching the page directly showed no such table exists there; that source deliberately publishes none. The summary was wrong, and the page it described says close to the opposite.

How we sourced this

RiggingOps does not test hardware. Every number above is quoted from a published document and labelled with which tier it came from, because on this topic a standard’s table, a manufacturer’s catalog and a supplier’s rule of thumb are three different kinds of claim that look identical once someone retypes them into a blog post.

The standard’s figure was read from the volume text; because that copy circulates outside the publisher’s authorized distribution, it is not linked here, and the standard is cited by designation with the publisher’s own listing in the sources. Crosby’s tables come from Crosby’s own catalog pages, which are linked directly. Distributor and supplier positions are quoted and attributed as such.

If your shackle’s manufacturer publishes a side-load chart, that chart governs. If it does not, the standard’s table is the published fallback, and a qualified person is the answer the standard itself keeps pointing at.

For what happens to a shackle that has been loaded past its rating, and why the published inspection criteria may not help you, see has my shackle been overloaded. For which volume covers which hardware in the first place, see which ASME standard covers a recovery hook. For the ratings themselves, WLL vs MBS. And for the different angle problem — force arriving at an anchor rather than capacity lost in a shackle — see winch redirect anchor force.

This page is part of the broader recovery gear ratings pillar.

Frequently asked questions

How much does side loading reduce a shackle's working load limit?

It depends whose table you use, which is the point of this page. The rigging standard publishes four bands: no reduction from in-line to 5 degrees, 30 percent from 6 to 45 degrees, 50 percent from 46 to 90 degrees, and beyond 90 degrees it states that loading in that condition is not recommended and to consult the manufacturer or a qualified person. The Crosby Group publishes seven bands for its screw-pin and bolt-type shackles up to 3 inches: 0 percent to 10 degrees, 15 percent to 20, 25 percent to 30, 30 percent to 45, 40 percent to 55, 45 percent to 70, and 50 percent to 90. Both are current. They agree at the endpoints and diverge in between.

Which table should I use?

The standard answers this itself, and the answer is not "pick the one you like." Its rigging-practices clause directs you to reduce the rated load according to its own figure or to the recommendations of the manufacturer or a qualified person, and its rated-load section says rated load shall be in accordance with the manufacturer's recommendation. Read together, the manufacturer's own published data for your specific shackle is the more specific instruction, and the standard's table is the fallback when you do not have it. What you should not do is average them, or apply Crosby's numbers to a shackle Crosby did not make.

Is the 45 degrees means 30 percent, 90 degrees means 50 percent rule correct?

It is the standard's table with the intermediate bands dropped. Those two figures are real band boundaries in the standard, so the rule is not invented, but compressing four bands into two loses the information that matters between them, and it does not describe Crosby's curve at all: at 45 degrees Crosby also says 30 percent, but at 25 degrees Crosby says 25 percent where the compressed rule implies 30. One distributor publishing this two-point version labels it a general guide only in the same sentence, which is the correct way to present it.

Why does Crosby publish two different tables for its own shackles?

Because size changes the problem. The seven-band table covers screw-pin and bolt-type shackles from 3/16 inch to 3 inches, up to 120 metric tons. For shackles larger than 3 inches Crosby publishes a much shorter table: 0 percent up to 5 degrees, 15 percent from 6 to 10 degrees, and past 10 degrees the entry reads that analysis is required rather than giving a percentage. For shackles above 125 metric tons with a side load beyond 5 degrees, the published instruction is to contact Crosby engineering. The larger the shackle, the earlier the manufacturer stops offering a number.

Do off-road shackle brands publish side-load derating?

Mostly not. Five were checked for this page and one published an angle table: Factor 55's Crossbeam Shackle bulletin gives 12,000 lb working load limit from 0 to 5 degrees and 8,400 lb from 5 to 45 degrees, a 30 percent reduction matching the standard's mid-band, and the bulletin states both figures are laser-engraved on the shackle for reference during rigging. ARB, Warn, Bubba Rope and GearAmerica had no angle-versus-percentage table on the pages checked. That is "not found on the pages checked" rather than proven absent, since it was not an exhaustive audit of every technical manual.

Is this the same thing as snatch block angle factor?

No, and they are easy to confuse because both involve an angle and both reduce a number. Snatch block or redirect angle is about the total force arriving at the anchor, which can approach twice the line tension as the rope doubles back. Shackle side loading is about the rated capacity of the shackle itself falling when the load pulls across the bow rather than in line with it. Different mechanism, different number, and this site covers the anchor-force question separately.

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Sources

  1. ASME B30.26, Rigging Hardware — current edition (paywalled; the side-loading figure quoted here was read from the 2015 edition) (opens in a new tab)
  2. The Crosby Group catalog, application information page 94: side-loading reduction charts for screw-pin and bolt-type shackles (2019 copyright edition) (opens in a new tab)
  3. The Crosby Group catalog page 26: G-2130 bolt-type shackle spec sheet, cross-referencing the side-loading section (2023 copyright edition) (opens in a new tab)
  4. HHI Lifting: understanding shackle capacity charts and load angles (distributor; argues against generic derating factors and publishes none) (opens in a new tab)
  5. Columbus McKinnon: nine important rules to follow when using shackles (manufacturer; same defer-to-the-manufacturer position) (opens in a new tab)
  6. Factor 55 Crossbeam Shackle product bulletin: the one off-road angle derating found (0-5 and 5-45 degree working load limits) (opens in a new tab)
  7. MyTee Products shackle guide: an example of the compressed two-point generic rule, self-labelled a general guide only (opens in a new tab)