Materials & Quantities

Scaffold Tie Count Calculator (OSHA 1926.451)

Count the ties, guys or braces OSHA requires on a supported scaffold taller than four times its base width, by tie level and position along the face.

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From where the base plates bear to the top of the scaffold.

Measure from the ground the base plates or casters stand on — the low end, on a slope — to the top of the scaffold. Whether the top means the highest working platform or the top of the guardrails above it is set by the manufacturer's instructions for the scaffold in question; measuring to the top of the rails gives the taller figure and the more ties.

The smallest dimension of the scaffold's base, with outrigger supports counted where they are fitted.

OSHA reads the 4:1 ratio against the base width "including outrigger supports, if used". For a frame scaffold it is the width across the frame; outriggers widen it only when they are fitted and bearing. The narrower the base, the lower down the scaffold the first tie comes, and a scaffold 3 feet (0.91 m) wide or less takes its ties at the closer vertical interval.

The run of scaffold along the building, end to end.

Ties go at each end of the run and at no more than 30 feet (9.1 m) apart along it, measured from one end — so a run just over a multiple of that interval takes one more column of ties than a run just under it.

The vertical spacing of the ledgers or frame bearers that ties are fixed at.

The rule places ties "at locations of horizontal members", so every tie level lands on a multiple of this spacing — the lift height of a tube-and-fitting scaffold, or the frame height of a frame scaffold. The vertical interval in the rule is a maximum, so the levels use as many whole lifts as fit inside it.

Ties, guys or braces under OSHA's default pattern

8 ties

High confidence

The scaffold stands 9.8 times as tall as its base is wide, past the 4:1 at which OSHA's rule requires a supported scaffold to be guyed, tied or braced. The count is 2 levels of ties up the face at 4 positions along it: the first level at the horizontal member closest to four base widths, the rest at the widest interval the rule allows for this width until the highest is within four base widths of the top, and along the face a position at each end and at no more than 30 feet (9.1 m) apart. It is the rule's default pattern and a minimum; the manufacturer's recommendations may replace it.

Height at which the rule starts (4 × the base width)
20 ft
Height to base width ratio
9.8 :1
First tie level, at the horizontal member closest to that height
19.5 ft
Tie levels up the face
2 levels
Vertical interval between tie levels
26 ft
Largest vertical interval the rule allows at this width
26 ft
Highest tie level
45.5 ft
Scaffold standing above the highest tie
3.5 ft
Tie positions along the face
4 positions
Then change the inputs to see how far the answer moves.

Show calculation logic

How this was calculated

Formula source(s)

  • 29 CFR 1926.451(c)(1): supported scaffolds with a height to base width (including outrigger supports, if used) ratio of more than four to one (4:1) shall be restrained from tipping by guying, tying, bracing, or equivalent means
  • 29 CFR 1926.451(c)(1)(ii): guys, ties and braces go according to the scaffold manufacturer's recommendations or at the closest horizontal member to the 4:1 height, repeated vertically at horizontal members every 20 feet (6.1 m) or less for scaffolds 3 feet (0.91 m) wide or less and every 26 feet (7.9 m) or less for wider ones; the top one no further than the 4:1 height from the top; at each end and at horizontal intervals not exceeding 30 feet (9.1 m), measured from one end

Inputs used

Scaffold Height
49 ft
Narrowest Base Width, Including Outriggers
5 ft
Scaffold Length Along the Face
79 ft
Height Between Horizontal Members
6.5 ft

Intermediate steps

Height at which the rule starts (4 × the base width)
20 ft
Height to base width ratio
9.8 :1
First tie level, at the horizontal member closest to that height
19.5 ft
Tie levels up the face
2 levels
Vertical interval between tie levels
26 ft
Largest vertical interval the rule allows at this width
26 ft
Highest tie level
45.5 ft
Scaffold standing above the highest tie
3.5 ft
Tie positions along the face
4 positions
Final result8 ties

Confidence note: The scaffold stands 9.8 times as tall as its base is wide, past the 4:1 at which OSHA's rule requires a supported scaffold to be guyed, tied or braced. The count is 2 levels of ties up the face at 4 positions along it: the first level at the horizontal member closest to four base widths, the rest at the widest interval the rule allows for this width until the highest is within four base widths of the top, and along the face a position at each end and at no more than 30 feet (9.1 m) apart. It is the rule's default pattern and a minimum; the manufacturer's recommendations may replace it.

What this calculation does not cover

  • It applies the default pattern of 29 CFR 1926.451(c)(1)(ii). The same paragraph lets ties follow the scaffold manufacturer's recommendations instead, and a scaffold designed by a qualified person follows its design.
  • Ties are counted, not designed. What force each must carry, and whether its anchor holds in the wall behind it, belong to the scaffold's design — a tie into soft brick or failed pointing restrains nothing.
  • Sheeted, netted or encapsulated scaffolds, and those carrying a hoist, a loading bay or signage, take wind and loads the default pattern does not allow for, and are tied to a design.
  • In the UK the tie pattern of a tube-and-fitting scaffold comes from the NASC's TG20 guidance or from a design. This page follows OSHA's rule only and reproduces neither.

Estimated cost — your price

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79 ft5 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.

Sources checked 2026-09-21 · v1.0.0

Regulatory standards & verification citations2
  1. 29 CFR 1926.451(c)(1): supported scaffolds with a height to base width (including outrigger supports, if used) ratio of more than four to one (4:1) shall be restrained from tipping by guying, tying, bracing, or equivalent means
  2. 29 CFR 1926.451(c)(1)(ii): guys, ties and braces go according to the scaffold manufacturer's recommendations or at the closest horizontal member to the 4:1 height, repeated vertically at horizontal members every 20 feet (6.1 m) or less for scaffolds 3 feet (0.91 m) wide or less and every 26 feet (7.9 m) or less for wider ones; the top one no further than the 4:1 height from the top; at each end and at horizontal intervals not exceeding 30 feet (9.1 m), measured from one end
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How to calculate scaffold tie count (OSHA 1926.451) in 5 steps

  1. Scaffold HeightFrom where the base plates bear to the top of the scaffold.
  2. Narrowest Base Width, Including OutriggersThe smallest dimension of the scaffold's base, with outrigger supports counted where they are fitted.
  3. Scaffold Length Along the FaceThe run of scaffold along the building, end to end.
  4. Height Between Horizontal MembersThe vertical spacing of the ledgers or frame bearers that ties are fixed at.
  5. Ties, guys or braces under OSHA's default patternThe tool computes the ties, guys or braces under OSHA's default pattern from those figures and shows the formula, its sources, and a confidence rating alongside it.

Ties, guys or braces under OSHA's default pattern by scaffold height

Page defaults, not your figures above.

Scaffold HeightTies, guys or braces under OSHA's default pattern (ties)
20 ft4
40 ft8
60 ft12
80 ft16

Frequently asked questions

When does a scaffold need ties at all?
Under OSHA's rule, once it stands more than four times as tall as its narrowest base width, with any outrigger supports counted in the width. A frame 5 feet (1.52 m) wide reaches that at 20 feet (6.1 m). Below that ratio the paragraph asks for no restraint, though the manufacturer's instructions may, and a scaffold that is sheeted, netted or carries a hoist is restrained to a design whatever its proportions.
Why does a narrow scaffold take its ties closer together?
Because it tips more easily. The rule sets the vertical interval at 20 feet (6.1 m) or less for scaffolds 3 feet (0.91 m) wide or less and 26 feet (7.9 m) or less for wider ones, and ties land on horizontal members, so the real interval is the largest whole number of lifts that fits inside that figure. With lifts of 2 metres (about 6 ft 7 in), a narrow scaffold ties every third lift and a wider one also every third, but with lifts of 6 feet (1.83 m) the wider one reaches four.
Why does the count jump when the scaffold gets slightly longer?
Because ties go at each end and at no more than 30 feet (9.1 m) apart, measured from one end. A run of 60 feet (18.3 m) takes positions at each end and one 30 feet (9.1 m) along; a run of 61 feet (18.6 m) takes a fourth, at the far end. Every one of those positions takes a tie at every tie level, so one extra foot of scaffold can add a whole column of ties.
Does this apply in the UK?
No. OSHA's rule is United States law. In the UK a tube-and-fitting scaffold is tied to the pattern in the NASC's TG20 guidance for the configuration being built, or to a bespoke design where TG20 does not cover it, and system scaffolds follow their manufacturer's guidance. This page does not reproduce TG20, which is a proprietary document, so a UK reader should take the count here as an illustration of how a tie rule works rather than as the answer.
Can a scaffold be guyed or braced instead of tied?
Yes. The rule says guying, tying, bracing or equivalent means, and the same positions apply to whichever is used. A guy line or a raking brace takes up ground or floor space a tie does not, which is usually what decides between them.
Preliminary estimate, not certified engineering. This tool produces an indicative quantity calculation for planning purposes only — it is not a certified structural analysis, a guaranteed material takeoff, or a substitute for building department approval. Always verify measurements on-site and have a licensed contractor or structural engineer review any load-bearing, code-sensitive, or safety-critical work before purchasing materials or starting construction. Spotted an arithmetic or standards error? Report it to contact@craftquantities.com with your inputs — a confirmed fix gets a permanent check of its own, so the same mistake cannot come back.