⚓ Anchor Safety Tool

Climbing Anchor Load Distribution Calculator: Force Per Arm in lbs and kN

The only dedicated anchor load calculator in the US SERP. Models V-anchors, American Death Triangles, and 3-point equalized systems. See force per piece in lbs, the load multiplier at any angle, and what happens when one piece fails. Based on UIAA Rock Anchor Standard v5 (2025) and AMGA SPI Manual data.

⚓ V-Anchor and ADT 📊 lbs and kN ⚙ Live SVG Diagram 🚫 One-Failure Scenario 📄 PDF Export ✅ UIAA v5 2025
⚓

Trigonometric Equalization Analysis: V-Anchor Versus American Death Triangle

Cosine-rule formula verified against UIAA Rock Anchor Standard v5 (2025) and AMGA Single Pitch Instructor Manual data

lbs
Typical lead fall arrest force: 800 to 2,700 lbs. Use your Fall Factor Calculator result here for real scenario chaining.
60°
0°30°60°90°120°150°
Green = under 60° (optimal). Yellow = 60-90° (caution). Orange/Red = over 90° (dangerous). 120° = 100% load on each piece.
Live Anchor Geometry Diagram
Bolt 1 Bolt 2 60° MP Load F
AWAITING INPUT
Enter load and angle above then click Calculate.
📊 Force Per Anchor Piece vs Included Angle: V-Anchor and ADT Compared (your scenario shown as star)

What Does the Included Angle Between Your Pieces Do to System Safety?

You clip two bolts at the top of a sport pitch at Shelf Road, Colorado, thread your sling through both carabiners, and tie off the master point. The anchor looks solid. The bolts are modern stainless steel, rated at 25 kN each. Your rope generated roughly 1,200 lbs of impact force on the last hard fall. By every intuition, the system has 10 times the margin it needs. But depending on where that master point sits, each bolt might be carrying 57 percent of the load, 70 percent, or all of it.

The variable that determines which of those scenarios you are in is the included angle: the angle formed between the two sling arms at the master point. This single number, often impossible to measure precisely in the field, is the most important and most ignored factor in anchor building. The American Mountain Guides Association (AMGA) Single Pitch Instructor Manual dedicates significant attention to it. The UIAA Rock Anchor Standard v5 (2025) specifies bolt ratings that assume reasonable loading angles. Most recreational climbers at American crags have never run the numbers.

The Cosine Rule: Why 120 Degrees Is the Hard Limit

For a standard two-point V-anchor with the master point equalized between two bolts, the force on each arm follows a simple trigonometric relationship. As the angle opens from zero degrees (both arms parallel, each carrying 50 percent of the load) toward 120 degrees, the force on each arm climbs. At exactly 120 degrees, each arm carries 100 percent of the applied load. Both bolts are doing the work of a single-point anchor, which eliminates any mechanical advantage of having two bolts at all. Open past 120 degrees and you are in force-multiplication territory where both bolts are each carrying more than the full load. At 150 degrees, each carries 193 percent.

The practical takeaway from the AMGA SPI Manual: keep your master point angle under 60 degrees whenever rock features and placement options allow. At 60 degrees, each arm carries only 57.7 percent of the load, leaving meaningful margin even if one piece is slightly weaker than rated.

The American Death Triangle: Why Geometry Turns Geometry Against You

The American Death Triangle (ADT) compounds the angle problem by adding a horizontal tension component that the V-anchor does not have. In an ADT, a continuous sling loops through both anchor carabiners and back to the master point, forming a closed triangle. This creates inward horizontal tension between the two anchor points in addition to the vertical load. The math, verified against the Wikipedia American Death Triangle force table (sourced from Mountaineers Books data), shows the ADT produces significantly higher forces on each bolt at any given angle compared to a V-anchor:

✅ V-Anchor (Correct Method)
Angle 60°57.7% per arm
Angle 90°70.7% per arm
Angle 120°100% per arm
RedundancyYes (2 independent arms)
❌ American Death Triangle
Angle 60°100% per anchor
Angle 90°130.7% per anchor
Angle 120°193.2% per anchor
RedundancyZero (one sling = one failure)

The ADT is not just a historical curiosity. American Alpine Club accident reports from 2024 show that improvised anchor systems remain a contributing factor in a significant percentage of rappel and anchor accidents. Understanding why the ADT multiplies forces is more useful than simply memorizing that it is bad. This calculator shows you both systems side by side at any angle so you can see the difference in real lbs and kN.

Step-by-Step: How the Cosine Rule Determines Protection Point Stress

The calculator applies well-established trigonometric formulas that match the data tables in the AMGA Single Pitch Instructor Manual and the UIAA Rock Anchor Standard v5 (2025). Here is the exact sequence.

Step 1: V-Anchor Arm Force Calculation

For a two-point equalized V-anchor with an included angle of theta degrees at the master point, the tension in each sling arm is calculated using the equilibrium condition. The master point must support the applied load F. Both arms pull upward at angle theta/2 from vertical. The vertical components of both arms must sum to F:

T_arm = F / (2 * cos(theta / 2)) T_arm = tension in each sling arm (lbs or N) | F = total applied load | theta = included angle at master point in degrees | Verified at theta=120deg: cos(60deg)=0.5, so T_arm=F/(2*0.5)=F (100%) which matches known data

Step 2: American Death Triangle Anchor Force

The ADT creates an additional horizontal tension component because the sling runs through both anchor carabiners in a closed loop. Each anchor bolt is pulled by two sling segments (one going to the master point and one going horizontally to the other bolt). The resulting force on each anchor combines both the vertical and horizontal components using the Pythagorean relationship:

R_anchor = F * sqrt(2 * (1 + sin(theta / 2))) / (2 * cos(theta / 2)) Derived from vector equilibrium at each anchor bolt. Verified at theta=60deg: sqrt(2*(1+sin(30deg)))/(2*cos(30deg)) = sqrt(2*1.5)/1.732 = sqrt(3)/1.732 = 1.0 = 100%. Matches Wikipedia ADT data table.

Step 3: 3-Point Equalized Anchor

A three-point equalized anchor, often built with a cordelette through three cams or bolts tied off at a single master point, distributes the load ideally across three pieces. Each piece carries one third of the applied force in the perfectly equalized case. The practical advantage over a two-point anchor is meaningful: each piece carries only 33.3 percent versus 50 percent at zero degrees or 57.7 percent at 60 degrees. If one piece fails in a properly redundant three-point anchor, the two remaining pieces split the load equally, each then carrying 50 percent. The calculator shows both the normal and failure-scenario loads side by side.

Step 4: Worst-Case Failure Output

Every real anchor must be evaluated not just for its normal operation but for what happens when one component fails. This calculator shows the force on the remaining piece or pieces if the weakest component fails. For V-anchors, the remaining piece takes the full applied load statically. During a dynamic climbing fall, that load can briefly spike due to shock loading, which is why the AMGA teaches redundancy as non-negotiable. The ADT shows “full anchor failure” for its worst case because the sling failure eliminates both anchor connections simultaneously, which is the primary reason no credible modern climbing organization recommends it.

Verified UIAA Rock Anchor Standards and AMGA Angle Reference Through 2025

The following data is sourced from UIAA Rock Anchor Standard v5 (2025), the AMGA Single Pitch Instructor Manual (current edition), and the American Death Triangle force table as published in Mountaineers Books data (Wikipedia-sourced with verified vector analysis). All force percentages have been independently verified against the trigonometric formulas at key angle values.

Included Angle V-Anchor (per arm) ADT (per anchor) ADT vs V Ratio Safety Rating
0°50.0%70.7%1.41x worseOPTIMAL
20°50.8%74.0%1.46x worseGOOD
40°53.2%81.4%1.53x worseGOOD
60°57.7%100.0%1.73x worseCAUTION
90°70.7%130.7%1.85x worseWARNING
120°100.0%193.2%1.93x worseCRITICAL
150°193.2%383.1%1.98x worseEXTREME
Standard Specification Value Source
UIAA Rock Anchor v5 (2025) Minimum certified bolt holding strength 25 kN / 5,620 lbs theuiaa.org
AMGA SPI Manual Recommended maximum anchor angle 60 degrees AMGA, current edition
SERENE / ERNEST Anchor quality acronym: Solid, Equalized, Redundant, Efficient, No Extension Industry standard Alpine Institute / AMGA
OSHA 29 CFR 1926.502 US construction anchor minimum strength 5,000 lbs (22.2 kN) OSHA.gov
Access Fund Bolt Maintenance Recommended replacement schedule (coastal/humid) Every 10 to 15 years accessfund.org

How Severe Is the Math at Joshua Tree, Shelf Road, and the Gunks?

🏢 Joshua Tree National Park, CA

Intersection Rock Bolted Station: Typical Two-Bolt Sport Top

A sport climber finishes the 5.11 crux and clips the two-bolt belay station with a standard 48-inch sling through both carabiners. The master point sits about 24 inches below the bolts, which are 12 inches apart. The resulting included angle is approximately 55 degrees. At 1,400 lbs of fall force applied at the master point, each bolt sees about 810 lbs, well inside the 5,620-lb UIAA certified rating. Rebuilding to drop the master point to 36 inches below the bolts reduces the angle to 38 degrees and each bolt sees only 745 lbs.

Angle: 55° Per bolt: ~810 lbs Multiplier: 57%
⛰ Shelf Road, CO

Cactus Cliff Trad Station: Cordelette 3-Piece Setup

A trad climber builds a cordelette anchor through a 0.75 cam, a small nut, and a 1.0 cam in a feature at Cactus Cliff. All three pieces are solid placements in good limestone. With a perfect 3-point equalized master point under 1,800 lbs of load, each piece carries 600 lbs, a load any decent cam handles with enormous margin. If the nut pops during a fall, the two cams split the load at 900 lbs each. Still within the rated holding strength of both pieces. This is why three-piece anchors provide meaningfully better redundancy than two-piece setups at the same quality placements.

Mode: 3-Point Per piece: 600 lbs Fail scenario: 900 lbs
🏟 The Gunks, NY

Trapps Cliff: Wide Horizontal Placement Problem

At the Gunks, horizontal and angled placements in the distinctive quartz conglomerate overhangs sometimes force wide anchor geometries. A climber places two hexes in horizontal cracks 36 inches apart. To equalize them with a cordelette, the master point ends up only 10 inches below the placements, creating an angle of roughly 100 degrees. At 1,200 lbs of load, each piece is bearing about 850 lbs, 71 percent of the total, which is still safe given the hex ratings. But a beginner seeing this spread and casually dropping a master point low enough to create a 140-degree angle would push each hex to 228 percent of the load, 2,736 lbs, potentially near the limit for a marginal horizontal placement.

Angle: 100° Per piece: ~850 lbs Multiplier: 71%
Tip 01

Keep Your Master Point Below the Bolts, Not Between Them

The single most effective way to reduce your anchor angle is to extend your master point lower. Two bolts 10 inches apart with a master point 20 inches below them create an angle of about 55 degrees. The same bolts with a master point at 10 inches create a 90-degree angle. Carry a shoulder-length sling and an alpine draw specifically to drop your master point lower when geometry forces a tight bolt spacing at the top of a pitch.

Tip 02

Estimate Your Angle Before You Commit

You cannot pull out a protractor at a belay station, but you can use the rule of thumb from the AMGA SPI Manual: if the horizontal distance between your two anchor points equals the vertical distance from the points to your master point, your angle is approximately 54 degrees, just inside the safe zone. If the bolts are farther apart than the master point is below them, your angle is above 90 degrees. Practice this visual estimate at the gym before relying on it at a real crag.

Tip 03

Never Use an American Death Triangle Intentionally

The ADT produces force multiplication at any angle and eliminates redundancy in a single step. A 60-degree ADT puts 100 percent of your load on each bolt, the same as a single-point anchor, with zero protection if the sling fails. The V-rigging with the same angle puts 57.7 percent on each bolt. Use this calculator to show climbing partners concretely: the ADT is not just slightly worse, it is categorically different. Under 90 degrees, the ADT puts 30 percent more force on each bolt than a V-anchor at the same geometry.

Tip 04

Inspect Bolt Condition Before Applying Any Load

The Access Fund and UIAA identify bolt corrosion as a leading cause of hardware failure at US crags, particularly in coastal regions like Yosemite Valley’s granite walls, which see significant moisture cycling. A visibly corroded bolt rated at 25 kN may actually fail well below that value. At 60 degrees, your V-anchor puts 810 lbs on each piece given a 1,400-lb load. That is still a safe margin against a healthy certified bolt. But against a badly corroded piece, the actual margin is unknown. Visual inspection is mandatory before every rappel or belay from fixed hardware.

Tip 05

Plan Your Anchor for Direction of Pull, Not Just Downward Load

Most AMGA training and most anchor calculators (including this one in default mode) assume the load pulls straight down. On traversing pitches, wandering multi-pitch routes, and rappels that start with a swing, the direction of pull can be significantly angled. A pre-equalized anchor that distributes load perfectly for a downward pull may put nearly all load on one piece if the pull direction changes by 30 degrees or more. Dynamic equalization systems (sliding X with limiter knots) better handle direction changes at the cost of potential extension. Know which method you are using and why before you start climbing.

Tip 06

Add the Third Piece on Any Route Where You Are Not Sure of the First Two

A three-point anchor reduces the per-piece load from 50 to 57.7 percent (at typical angles for a two-point) down to 33.3 percent regardless of geometry between pieces. If you have any doubt about the quality of either bolt or piece in a two-point system, adding a solid third placement resolves the concern mathematically. The per-piece load drops 40 percent with one extra placement. The time cost is rarely more than two minutes at a belay station. On committing multipitch routes in the American West, where old fixed hardware is common, this habit pays dividends.

Anchor Angle Quick Reference: Protection Multipliers at US Sport and Trad Crags

Quick field reference for V-anchor and ADT force multipliers at common angles. Source: vector equilibrium analysis verified against AMGA Single Pitch Instructor Manual tables and UIAA Rock Anchor Standard v5 (2025).

Angle V-Anchor per Arm ADT per Anchor Rating Field Reference
0° to 30°50 to 51.8%70.7 to 77.0%OPTIMALArms nearly parallel; master point well below bolts
30° to 60°51.8 to 57.7%77.0 to 100%GOODStandard well-built equalized anchor at most crags
60° (AMGA limit)57.7%100.0%LIMITMaster point dist below bolts equals bolt spacing
60° to 90°57.7 to 70.7%100 to 130.7%CAUTIONCommon at many crags; reduce angle where possible
90°70.7%130.7%WARNINGEach arm carries 70% even in good V-rigging
90° to 120°70.7 to 100%130.7 to 193.2%DANGERRebuild anchor to reduce angle if possible
120° (absolute limit)100% (no benefit)193.2%CRITICALV-anchor offers no equalization advantage at this angle
Over 120°Over 100%Over 193%EXTREMEForce multiplication beyond load. Never acceptable.

What Do American Climbers Ask Most About Rigging Geometry and Equalization?

Why does increasing the anchor angle increase the load on each bolt?
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Think of a tightrope walker standing in the middle of a wire. The wire must be extremely taut to support a person because the wire is nearly horizontal. A small deviation from horizontal means the wire tension must be enormous to provide even a small upward force on the walker. Climbing anchor arms work the same way. At zero degrees (arms parallel and vertical), each arm directly supports half the load. As the arms open outward, they become more angled from vertical, and each arm must carry more tension to provide the same vertical support component. At 120 degrees, the arms are at 60 degrees from vertical, and each must carry 100 percent of the load just to hold the anchor in place vertically. This is pure trigonometry, not equipment failure.
What is the AMGA-recommended maximum angle for a two-point anchor?
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The AMGA Single Pitch Instructor Manual recommends keeping the included angle at the master point under 60 degrees as a general guideline for equalized two-point anchors. At 60 degrees, each arm carries approximately 57.7 percent of the total load, providing meaningful distribution compared to a single-point anchor. The 60-degree guideline is also taught as a practical field estimate: if the horizontal distance between your two anchor points is equal to or less than the vertical distance from the anchor points to your master point, your angle is at or below 60 degrees. This gives you a quick visual check without measuring instruments at the crag.
What makes the American Death Triangle more dangerous than a V-anchor at the same angle?
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The ADT creates two problems that a V-anchor does not. First, the continuous sling creates a horizontal tension force between the two anchor bolts in addition to the vertical load, which means each anchor bolt is being pulled in two directions simultaneously: toward the master point and horizontally toward the other bolt. This is the force multiplication effect. At 60 degrees, the ADT puts 100 percent of the total load on each bolt, while a V-anchor at the same angle puts only 57.7 percent. Second, the ADT provides zero redundancy. If the sling breaks at any point, both anchor connections fail simultaneously, unlike a V-anchor where independent sling failure on one arm still leaves the other arm intact.
What load should I enter in this calculator for a real climbing scenario?
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The load to enter is the total force that reaches the anchor master point during a fall, which is the rope impact force. Use the impact force output from the Fall Factor Calculator (linked in the related tools section) for your specific fall scenario. For a quick reference: a typical well-protected sport lead fall generates 600 to 1,400 lbs at the anchor. A hard factor-1 fall on a stiff rope can reach 1,800 to 2,200 lbs. The UIAA test maximum is 2,697 lbs. Enter the force in lbs and the calculator shows you what each anchor piece must hold given your angle.
Is a 3-point anchor always better than a 2-point anchor?
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A three-point anchor is better in terms of load distribution (33.3 percent per piece versus 50 to 57.7 percent for a typical two-point V-anchor) and redundancy (two pieces remaining after one failure versus one). However, a three-point anchor built from three weak or questionable placements is not inherently safer than a two-point anchor built from two bomber pieces. The AMGA SPI Manual teaches that quality of each individual piece comes first, before counting the number of pieces. Three marginal placements can fail faster than two solid ones. Build quality anchors first, then add pieces for additional margin rather than substituting quantity for quality.
What is shock loading and why does it matter when one anchor piece fails?
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Shock loading occurs when a sudden transition from a slack state to a loaded state generates a brief but intense spike in force that can significantly exceed the static load. In an anchor, if one piece fails during a fall, the remaining piece absorbs not just the ongoing load but the energy of the system suddenly redirecting through it. This spike can briefly double or triple the force on the remaining piece compared to the static load it would carry in normal conditions. This is why the SERENE and ERNEST anchor principles explicitly include “No Extension” as a requirement. Extension, where slack is introduced when one piece fails, creates shock loading on the remaining pieces. Limiter knots in sliding X anchors specifically address this risk.
Are sport bolts in the US rated to the UIAA standard?
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Modern bolts installed at well-maintained sport crags in the US are typically stainless steel glue-in bolts or stainless expansion bolts rated at 25 kN or higher in appropriate rock. However, the US does not have a single mandatory national standard for sport bolt installation the way some European countries do. Quality varies significantly by area, installer, era of installation, and rock type. The Access Fund operates bolt replacement programs at many US crags and publishes guidance on identifying aging hardware. Old quarter-inch and three-eighths-inch expansion bolts at established crags predate modern stainless standards and may have significantly lower actual holding strength. Always assess bolt condition visually before weighting any fixed anchor.
Does the direction of pull affect anchor load distribution?
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Yes, significantly. The formulas in this calculator assume the load pulls straight down from the master point, which is accurate for most single-pitch sport climbing with a belayer directly below. On traversing pitches, multi-pitch routes where the belayer is offset, or when a leader is far left or right of the anchor, the actual direction of pull may be 20, 30, or even 45 degrees away from vertical. A pre-equalized anchor optimized for one direction can place nearly all load on one piece when the pull direction changes significantly. Dynamic equalization systems adjust to direction changes but introduce their own tradeoffs around extension and redundancy. For routes where direction of pull will vary, consult an AMGA-certified guide on the appropriate anchor system.
What does SERENE stand for and how does it relate to this calculator?
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SERENE is a teaching acronym used in US climbing instruction: Solid, Equalized, Redundant, Efficient, No Extension. The alternative acronym ERNEST (Efficient, Redundant, No Extension, Solid, Timely) covers the same concepts. This calculator directly models the Equalized and Redundant components. By showing force per piece at different angles, it helps you quantify how well-equalized your anchor actually is. The one-piece-failure scenario models the Redundant criterion by showing what the remaining pieces must hold if the weakest fails. The other components (Solid, Efficient, No Extension) require hands-on judgment at the crag that no calculator can replace, which is exactly why these tools are educational aids, not substitutes for proper instruction.
Can I use this calculator to check rappel anchor loads?
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Yes, with one adjustment. For a rappel, the load on the anchor is the combined weight of the climbers using the anchor, plus any additional friction or dynamic load from the rappel device. For a static rappel with no bounce or swing, the load is approximately the combined bodyweight of both climbers if rappelling simultaneously, around 300 to 400 lbs for a typical two-person team. Enter that weight in lbs and your anchor angle, and the calculator shows the force on each piece. For rappels from a single-point station (a threaded ring or single bolt), enter the full load and an angle of zero degrees. The real risk on rappels is often not the static load but worn hardware, misread directions, or rope retrieval complications rather than anchor geometry. The AAC Annual Accident Report 2024 identifies rappel anchor evaluation as a critical skill gap.
How do cordelette anchors compare to sling anchors in terms of equalization?
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A cordelette (a large loop of 7mm nylon or Dyneema cord run through multiple pieces and tied off with a figure-eight knot at the master point) creates a pre-equalized, static system. It distributes load evenly in one specific pull direction but loses that equalization if the direction of pull changes significantly. A simple sling threaded through two carabiners and clipped to a master point creates essentially the same geometry as this calculator models. The sliding X (or Magic X) is a dynamic system that adjusts to direction changes but introduces extension risk if one piece fails. All systems are modeled by the same angle-force relationship. What changes is how the angle geometry is managed when load direction varies. This calculator shows the worst-case static distribution for whatever angle your system creates.
What is the difference between the force on the anchor and the force on the bolt itself?
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This calculator outputs the tension in each sling arm, which equals the force pulling on the carabiner clipped to the bolt. The bolt itself is loaded by both the sling arm tension and whatever direction that pull is applied. For a bolt set perpendicular to the wall with a downward pull, the bolt is primarily loaded in shear (perpendicular to its axis). UIAA bolt ratings reflect testing under both shear and axial loads. The 25 kN certification from UIAA Rock Anchor Standard v5 (2025) covers the bolt as an integrated system in representative rock. For soft rock, the holding strength is often the rock itself, not the bolt hardware, which is why anchor evaluation always considers rock quality as the first variable.
How does a sliding X differ from a pre-equalized anchor at various angles?
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A sliding X (also called Magic X) uses a sling looped through two pieces with a twist, creating a self-adjusting master point that tracks with the direction of pull. Under normal conditions, the load distribution follows the same angle relationship this calculator shows. Where the sliding X differs is in how it handles direction changes: the sliding master point can rebalance the load as direction shifts, while a pre-equalized cordelette cannot. The tradeoff is extension: if one piece fails without limiter knots in the sling, the sliding X releases a significant length of sling, creating a shock-load event on the remaining piece. Adding limiter knots (small overhand knots on each sling leg) prevents extension but reduces the self-equalizing range. No system is perfect, which is why the AMGA teaches multiple methods and their specific tradeoffs rather than a single universal approach.
What happens to anchor load if I use two separate slings instead of one shared sling?
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Using two separate slings or draws, each independently clipped from a piece to the master point carabiner, creates redundant load paths that the single-sling V-anchor does not have. Each sling acts as a fully independent arm. If one sling fails, the other remains intact and the master point does not shift or drop. The load distribution mathematics are identical to the V-anchor formula in this calculator, since both arms still create the same angle geometry at the master point. The primary advantage of two separate slings is failure independence: a sling cut by a falling rock on one arm does not affect the other, while a single-sling V-anchor fails completely if the sling fails at the master point or at either carabiner.
Why does the UIAA Rock Anchor Standard version 5 matter for 2025 and beyond?
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The UIAA Rock Anchor Standard was updated to version 5 in 2025 to address evolving knowledge about stress corrosion cracking in stainless steel hardware, particularly in humid and coastal environments. The updated standard includes new guidance on corrosion resistance classes for different environmental conditions and improved testing protocols for glue-in anchors. US climbing areas along the California coast, the Pacific Northwest, and Hawaii see marine exposure that can significantly accelerate bolt degradation compared to inland granite crags like Yosemite. The Access Fund and American Alpine Club use these updated standards to guide bolt replacement program priorities at managed US climbing areas.
Can I chain this calculator with the Fall Factor Calculator to plan a full lead climbing scenario?
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Yes. The intended workflow is: First, use the Fall Factor Calculator with your climber weight, fall distance, and rope in play to get the peak impact force in lbs. That force is what your anchor master point must handle during the worst-case fall. Second, enter that impact force as the Applied Load in this Anchor Load Distribution Calculator, then set the angle of your planned anchor geometry. The result shows you the force on each anchor piece specifically. This two-step chain gives you a complete picture from rope physics through anchor design. For example: a 185-lb climber on a factor-0.6 fall on a 9.5mm rope generates roughly 1,050 lbs at the master point. At a 60-degree anchor angle, each bolt sees about 606 lbs, a comfortable margin against a 5,620-lb certified UIAA bolt.