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Calcimator

Suspended Scaffold Calculator

Wire rope and motor capacity from platform load.

About this calculator

A powered swing-stage platform is an "adjustable suspension scaffold" under OSHA 1926.451(a)(4), which requires the wire rope at each suspension point to hold at least 6 times the maximum load that point could transmit "with the scaffold operating at ... the rated load of the hoist" (or 2x the hoist's stall load, if that is higher -- 1926.451(a)(5) caps stall load at 3x rated load, but this calculator has no stall-load input, so it applies the rated-load branch directly). That means Min Rope Breaking Strength is 6 times the GREATER of (a) the load actually computed for the platform right now (platform dead weight + hoist motor weight + workers at a fixed 250 lb each + tools/materials, split across the two points) or (b) the hoist's own rated capacity -- because a hoist can be run all the way up to its full rated capacity regardless of how lightly loaded the platform happens to be today, and the rope has to survive that. In a properly specified system the hoist's rated capacity is usually the higher of the two and therefore the one that governs Min Rope Breaking Strength; Hoist Rated Capacity is NOT the inert "motor-only" number it might look like -- it drives the wire rope requirement directly.

Building Height is the one input that stays genuinely disconnected from rope strength: it only sets how much wire rope needs to be spooled out (rope length, not rope strength). Hoist Utilization is a separate, second check on a different failure mode -- whether the hoist MOTOR itself is overloaded by Load Per Suspension Point -- and it can still exceed 100% even when the wire rope is correctly sized, since an undersized hoist and a correctly-sized rope are two independent problems.

Inputs

ft
lb
ft
lb

Results

Total suspended load (lbs)

930

Rope size (1=5/16", 2=3/8", 3=larger)

1

Load per suspension point (lbs)465
Min rope breaking strength (lbs)9,000
Hoist utilization (%)31%
Counterweight per beam (lbs)1,860
Hoist Overloaded0
Total Wire Rope270

Figures current as of 2026. Source: OSHA, 29 CFR 1926 Subpart L, §§ 1926.451(a)(4)-(a)(5)

How to Use This Calculator
  1. Enter platform length (ft) and number of workers.
  2. Set tools & materials weight (lbs), building height (ft), and hoist rated capacity (lbs).
  3. Review total suspended load, load per suspension point, required rope strength, and recommended rope diameter.
  4. Ensure load per hoist point does not exceed 50% of hoist rated capacity for the required safety factor.

How the result changes with Tools & materials (lbs)

Tools & materials (lbs)Total suspended load (lbs)Rope size (1=5/16", 2=3/8", 3=larger)
1008301
1508801
3001,0301
5001,2301

What each input means

Platform length (ft)
Length of the swing-stage platform (standard: 8-40 ft).
Number of workers
Workers on the platform (OSHA assumes 250 lbs each with PPE).
Tools & materials (lbs)
Combined weight of tools, equipment, and materials on the platform.
Building height (ft)
Height of the building for wire rope length calculation.
Hoist rated capacity (lbs)
Rated capacity of each hoist motor (typically 1,000-1,500 lbs).

What each result means

Total suspended load (lbs)
Combined dead load (platform + hoists) and live load (workers + materials).
Load per suspension point (lbs)
Load on each hoist/wire rope (assumes 2-point suspension).
Min rope breaking strength (lbs)
Minimum wire rope breaking strength per OSHA 1926.451(a)(4): 6x the load per point at the hoist's rated capacity, or the actual computed load if that is greater.
Rope size (1=5/16", 2=3/8", 3=larger)
Recommended wire rope diameter: 1=5/16" 5x26WS scaffolding rope (11,500 lbs), 2=3/8" 6x19 EIPS IWRC (15,100 lbs), 3=engineering required.
Hoist utilization (%)
Percentage of hoist rated capacity being used. Should stay under 100%.
Counterweight per beam (lbs)
Minimum counterweight for each outrigger beam (4:1 ratio per point load).

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Platform length (ft) = 24, Number of workers = 2, Tools & materials (lbs) = 200, Building height (ft) = 100 = 5 input(s) provided
  2. Calculate Total suspended load
    Total suspended load = platformWeight + hoistWeight + liveLoad
    930 = 930
  3. Calculate Rope size (1=5/16
    Rope size (1=5/16
    1 = 1
  4. Calculate Load per suspension point
    Load per suspension point = totalLoad / 2
    465 = 465
  5. Calculate Min rope breaking strength
    Min rope breaking strength = loadPerPoint * 6
    9000 = 9000

Figures and sources

Engine last updated . Checked against 3 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.

Frequently Asked Questions

I'm rigging on a 40-story tower instead of the 3-story job I usually run -- does that mean I need a heavier-rated wire rope?

Not on account of height alone. Building Height has zero effect on Total Suspended Load, Load Per Suspension Point, or Min Rope Breaking Strength across its full 1-1,000 ft declared range. It only drives Total Wire Rope (how much rope length is needed to reach from the roof rigging down to the working height plus safety tail), which is a length requirement, not a strength requirement -- a taller building needs more rope, not stronger rope.

Does the hoist's rated capacity change how strong the wire rope needs to be?

Yes, and it is usually the number that actually governs. Per OSHA 1926.451(a)(4), the wire rope must support 6x the load transmitted "with the scaffold operating at ... the rated load of the hoist" -- not merely 6x whatever is on the platform today. This calculator computes Min Rope Breaking Strength as 6x the GREATER of the actual computed Load Per Suspension Point or Hoist Rated Capacity, so raising Hoist Rated Capacity raises Min Rope Breaking Strength directly once it exceeds the computed load per point (which is true across most of its 100-5,000 lb declared range for a typical platform load).

Can a scaffold have an adequately rated wire rope but still be overloaded?

Yes -- wire rope strength and hoist motor capacity are two independent failure modes, even though both are now sized using Hoist Rated Capacity. A wire rope correctly rated for 6x the hoist's rated capacity says nothing about whether the hoist MOTOR itself can actually lift Load Per Suspension Point -- that is Hoist Utilization, which reads above 100% (flagging Hoist Overloaded) whenever the actual load exceeds what the motor is rated to lift, independent of whether the rope passes its own check.

Does adding more workers on the platform always increase the required rope strength?

It always increases Total Suspended Load and Load Per Suspension Point -- each additional worker adds a fixed 250 lb (OSHA's assumed weight with PPE) to Live Load, monotonically across the full 0-8 worker declared range. Min Rope Breaking Strength, though, only rises with worker count once Load Per Suspension Point exceeds Hoist Rated Capacity; below that crossover, Hoist Rated Capacity is the greater of the two and governs Min Rope Breaking Strength on its own, so adding workers has no effect on rope strength (though it still raises Hoist Utilization). At this calculator's default 1,500 lb Hoist Rated Capacity, Load Per Suspension Point never reaches that crossover across the full 0-8 worker range, so Min Rope Breaking Strength stays flat at 6x Hoist Rated Capacity regardless of worker count -- a lower Hoist Rated Capacity is needed to see workers move it.

Where does the 6x wire rope safety factor in this calculator actually come from?

It's a federal regulatory minimum, not a margin this calculator invented. OSHA 29 CFR 1926.451(a)(4) requires every suspension rope on a powered adjustable suspension scaffold to support at least 6 times the maximum load transmitted at the hoist's rated capacity, or 2 times the hoist's stall load if that's greater, and (a)(5) separately caps stall load at 3 times rated load. This calculator has no stall-load input, so it applies the rated-load branch of the rule directly rather than approximating a stall-load scenario it can't verify.

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