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Scaffold Load Calculator - OSHA 1926.451 Load Capacity & Platform Loading Analysis

Calculate scaffold platform loads, leg forces, and duty ratings per OSHA scaffold standards

Calculate scaffold loading against OSHA 1926.451 capacity requirements. Enter scaffold type, dimensions, and anticipated loads (workers, materials, tools, equipment) to verify the platform load does not exceed the scaffold's rated capacity. Supports frame scaffolds, system scaffolds, tube-and-coupler scaffolds, and supported scaffolds with duty ratings from light-duty (25 PSF) through special heavy-duty (75 PSF). Includes leg load calculations, base plate bearing pressure, tie spacing verification, and wind load considerations for outdoor scaffolds. References OSHA 1926 Subpart L, ANSI/SSFI SC100, and scaffold manufacturer capacity data.

Pro Tip: The number one scaffold collapse cause is overloading with materials, not people. A 5-foot by 7-foot scaffold platform at heavy-duty (50 PSF) rating supports 1,750 lbs total. Two workers with tools weigh about 550 lbs, leaving 1,200 lbs for materials. That sounds like a lot until you stack four bundles of brick (280 lbs each) and a mud tub (300 lbs) on one level - you are already at 1,670 lbs and dangerously close to the limit. Always calculate material weight BEFORE loading, and remember that wet materials (mortar, concrete, stucco) are significantly heavier than dry.

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Scaffold Load & Tie Calculator

How It Works

  1. Select Scaffold Type and Duty Rating

    Choose the scaffold type (frame, system, tube-and-coupler, or supported) and the duty rating: light-duty (25 PSF - painting, inspection), medium-duty (50 PSF - general construction), heavy-duty (50 PSF - bricklaying), or special heavy-duty (75 PSF - stone masonry, heavy material storage).

  2. Enter Platform Dimensions

    Input the scaffold bay width and length, number of platform levels being loaded, and total scaffold height. The calculator determines the total platform area per level and the maximum allowable load per platform based on the duty rating and platform area.

  3. Add Applied Loads

    Enter the number of workers (250 lbs per worker per OSHA), weight of tools and equipment, and weight of stored materials on each level. Be specific about material weights: brick, mortar, stone, steel, lumber, drywall, and equipment all have different unit weights.

  4. Review Load Analysis

    See the total applied load, platform load in PSF, and comparison against the rated capacity. The calculator flags any platform exceeding its rated load. Also shows individual leg loads for base plate sizing and foundation bearing capacity checks.

  5. Verify Tie and Bracing Requirements

    Based on scaffold height and configuration, see the required tie spacing per OSHA 1926.451(c)(1) and the horizontal tie force for wind load resistance. The calculator references the 4:1 height-to-base-width ratio requiring ties.

Built For

  • Scaffold erectors verifying load capacity during scaffold planning before erection
  • Construction site superintendents reviewing scaffold loading before allowing work to proceed
  • Safety officers inspecting scaffolds and verifying that actual loading matches the engineered capacity
  • Scaffold companies preparing engineering calculations for site-specific scaffold designs
  • Masons and bricklayers determining maximum material quantities for scaffold platform staging
  • General contractors evaluating scaffold duty ratings for subcontractor work scopes
  • OSHA compliance officers checking scaffold loading during jobsite inspections

Features & Capabilities

OSHA Duty Rating Verification

Checks applied loads against OSHA 1926.451 scaffold capacity requirements. Light-duty scaffolds support 25 PSF, medium-duty 50 PSF (maximum 2 planked platforms), heavy-duty 50 PSF (maximum 3 planked platforms), and special heavy-duty 75 PSF.

Leg Load Distribution

Calculates the axial load in each scaffold leg from the combined weight of platforms, workers, materials, and scaffold self-weight. Compares leg loads against frame capacity and determines required base plate size for the supporting surface bearing capacity.

Wind Load Analysis

Estimates wind forces on scaffold frames, platforms, and enclosures (tarps, mesh, solid panels) based on wind speed and scaffold dimensions. Calculates tie forces and overturning moments for scaffolds with weather protection enclosures.

Foundation Bearing Check

Calculates the base plate bearing pressure on the supporting surface and compares against typical bearing capacities for soil, concrete, asphalt, and timber. Flags conditions requiring mudsills, base plates, or engineered foundations.

Material Weight Reference

Built-in weight database for common construction materials: brick (5 lbs each), mortar (130 lbs/cf), CMU block (35 lbs each), drywall (2 lbs/sf), plywood (2.5 lbs/sf), steel bundles, and equipment. Helps workers accurately estimate material loads before placing them on the scaffold.

Frequently Asked Questions

OSHA 1926.451(a)(1) requires scaffolds to support their own weight plus at least 4 times the maximum intended load without failure. The duty ratings define the maximum intended load in pounds per square foot (PSF) of platform area. Light-duty is 25 PSF (inspection, painting, light work), medium-duty is 50 PSF with 2 platform levels (general construction), heavy-duty is 50 PSF with 3 platform levels (bricklaying), and special heavy-duty is 75 PSF (stone masonry, heavy material storage). The 4:1 safety factor is built into the frame manufacturer's rated capacity.
A standard 5-foot by 7-foot scaffold platform (35 square feet) at heavy-duty rating (50 PSF) supports a maximum of 1,750 lbs total including workers, tools, and materials. At medium-duty (50 PSF but fewer loaded levels), the same platform supports 1,750 lbs. At light-duty (25 PSF), the limit is 875 lbs. These are total live loads - the scaffold frame must also support the dead weight of the platforms themselves and the scaffold structure. Always check the specific frame manufacturer's rated capacity, as some frames are rated lower.
OSHA 1926.451(c)(1) requires that supported scaffolds with a height-to-base-width ratio exceeding 4:1 must be restrained from tipping by guying, tying, or bracing to the structure. For a scaffold 5 feet wide, ties are required when the height exceeds 20 feet. The first tie must be at a height equal to 4 times the minimum base dimension, with additional ties at intervals not exceeding 26 feet vertically and 30 feet horizontally. Ties must resist a force of 100 lbs at each tie point in both horizontal directions.
OSHA uses a standard worker weight of 250 lbs for scaffold loading calculations. This includes the worker, their clothing, and personal tools. Add the weight of heavy tools and equipment separately: a chipping hammer (15 lbs), a grinder (15-20 lbs), a welding machine (80-100 lbs), a scaffold hoist motor (50-75 lbs). For conservative calculations, use 275-300 lbs per worker in full PPE with a personal tool belt. Material handlers carrying loads should be calculated at the combined worker-plus-material weight.
OSHA 1926.451(c)(2) requires that scaffold poles, legs, and uprights bear on base plates and mudsills or other adequate firm foundation. Base plates spread the leg load over a larger area of the supporting surface. Mudsills (typically 2x10 or 2x12 lumber) are required when scaffolds are erected on soil, gravel, or other non-structural surfaces. The base plate and mudsill must be large enough to keep the bearing pressure below the supporting surface's capacity. On soil, typical allowable bearing is 1,000-2,000 PSF, requiring mudsills for loads exceeding 1,000-2,000 lbs per leg.
OSHA requires that a qualified person design scaffolds that exceed the manufacturer's standard configuration limits, including: heights above the manufacturer's maximum rated height, modified or non-standard configurations, cantilevered or suspended loads, scaffold platforms supporting hoists or material handling equipment, and any scaffold where the design load exceeds the standard duty rating. A licensed professional engineer must seal the design drawings and calculations. Site-specific engineering is also required when scaffolds are exposed to high wind loads with enclosures or when founded on questionable surfaces.
Disclaimer: This calculator provides scaffold load estimates for planning purposes. All scaffolds must be designed and erected by qualified persons per OSHA 1926 Subpart L. Scaffold loading must not exceed the manufacturer's rated capacity. Engineered scaffolds require professional engineering design and sealed drawings. ToolGrit is not responsible for scaffold design, erection, loading, or worker safety.

Learn More

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Scaffold Loading Guide: OSHA 1926.451 Requirements

OSHA scaffold loading requirements explained. Platform capacity, duty ratings, mudsill sizing, tie spacing, and competent person documentation.

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