Structural Steel Takeoff Guide: Tonnage, Connections, Bolts, and Deck
A structural steel takeoff is the weight and count of every piece of steel on a building, from wide-flange beams to deck sheets and bolts. This guide walks through the full process in plain language, with real shape names, connection math, and the shortcuts a good estimator uses every day.
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1. What a Steel Takeoff Is
A structural steel takeoff is the full inventory of the steel on a building. Unlike concrete, which is sold by volume, steel is sold by weight - almost always in tons (2,000 lbs per ton). So the goal of the takeoff is to end up with a total tonnage number, plus counts of deck, bolts, studs, and connection material.
The takeoff feeds three buckets on the bid: main steel (columns and beams), secondary steel (joists, purlins, girts), and deck plus accessories (metal deck, headed studs, bolts, welds).
Why tonnage matters so much
Steel fabricators and erectors often price work per ton. A quoted number like $4,800 per ton installed includes fabrication, paint, delivery, and erection. If your tonnage is 5% off, your bid is 5% off. Everything rides on getting the weight right.
2. Understanding Shapes
The American Institute of Steel Construction (AISC) publishes a Shapes Database listing every standard rolled shape, its dimensions, and its weight per foot. If you have ever seen a drawing callout like W12x26 or HSS6x6x1/4, that is a shape from the AISC Manual.
Common shape prefixes
- W - Wide flange (I-beam). Most common. W12x26 means 12 inch depth, 26 lbs/ft.
- HP - Wide flange bearing pile (thicker flanges). Used in foundations.
- S - American Standard I-beam (older, tapered flange).
- C / MC - Channel / Miscellaneous channel.
- L - Angle. L4x4x1/4 means a 4x4 inch angle, 1/4 inch thick.
- HSS - Hollow Structural Section (square, rectangular, or round tube).
- Pipe - Round pipe column (Pipe 4 Std means 4 inch standard weight).
- WT / MT / ST - Structural tees (cut from W or S beams).
- PL - Plate. PL1/2x12x24 means 1/2 inch thick, 12 inch wide, 24 inch long.
Weight per foot lookup
Every shape has a published weight per foot. You can memorize the common ones (a W12x26 weighs 26 lbs/ft by definition) or pull from the AISC Manual. Estimators usually keep a spreadsheet of the shapes they see most often.
3. Reading the Plans
Structural drawings are labeled S-1, S-2, and so on. For steel, the important sheets are:
- General Notes (S-1 or S-001): steel grade (usually ASTM A992 for W shapes, A500 for HSS, A36 for plates), bolt type (A325 or A490), paint, and coating requirements.
- Column Schedule: lists each column by grid location, size, and base plate.
- Framing Plans: one per level. Show beams, girders, infill, and openings.
- Brace Elevations: show vertical bracing (X-brace, chevron, etc.) for lateral loads.
- Typical Connection Details: standard shear tab, double angle, moment, or brace connections.
- Specifications (spec section 05 12 00 - Structural Steel): governs scope, fabrication tolerances, inspection, and paint.
Start with the column schedule
Columns are the backbone. Get them counted and weighted first. A typical column schedule shows the column mark (C1, C2), the shape (W14x90), height lifts, and base plate. Multiply shape weight by height, then by count, to get column tonnage.
4. Calculating Tonnage
Tonnage math is simple. You just need to stay organized.
The formula
Tons = (Linear Feet x Weight per Foot) / 2,000
Example: 100 linear feet of W12x26 = 100 x 26 = 2,600 lbs = 1.3 tons. Do this for every shape on every plan.
Beam-by-beam takeoff
Most estimators use a spreadsheet or takeoff software. Rows are beams, columns are shape, length, and weight. Software like PILRS or On-Screen Takeoff lets you click along a beam on the PDF and it measures automatically.
Do not forget
- Camber. Adds minimal weight but impacts fabrication cost.
- Copes and cuts. Most estimators ignore the small weight loss; include full linear feet to stay conservative.
- Splice plates on columns. Add lbs to column tonnage.
- Base plates. PL1x14x14 for a column base weighs about 56 lbs per plate.
5. Connections and Bolts
Connections are where beams meet columns or other beams. They are made up of clip angles, shear tabs, stiffeners, and bolts. Connection weight is rarely drawn to scale. Instead, fabricators add a percentage to main steel tonnage.
Connection weight percentages
- Simple shear connections: add 8-10% to main steel tons
- Moment connections: add 12-18%
- Heavy seismic / braced frames: add 15-25%
- Light mill-type buildings: add 5-8%
Bolts
High-strength bolts come in two grades: A325 (most common) and A490 (higher strength). Sizes are 3/4, 7/8, and 1 inch diameter in most commercial work. A typical simple shear tab uses 2-4 bolts; a moment connection can use 8-16.
For a preliminary bolt count, use 1-2% of main steel tonnage expressed as bolt weight. For a detailed takeoff, count the bolts on each connection type from the details and multiply by connection quantity.
6. Metal Deck and Joists
Metal deck
Metal deck is the corrugated steel sheet that spans between beams and supports the floor slab or roofing. Common types:
- 1.5 B-deck: 1.5 inch deep, used for roof decks
- 3 N-deck: 3 inch deep, common roof deck for longer spans
- 2 or 3 inch composite deck: for floors with concrete topping
- Form deck (9/16 or 1 inch): shallow deck used as permanent formwork
Takeoff is simple: measure square feet of each deck area on the framing plan, multiply by 1.05-1.10 for laps and waste, specify gauge (16, 18, 20, 22) and finish (galvanized, primed, painted).
Headed studs (shear connectors)
Composite deck floors need headed shear studs welded to the top flange of beams. Count from the plan and multiply stud count per beam by total number of similar beams. Typical stud is 3/4 inch diameter, 4 to 6 inches long.
Steel joists
Joists are listed on a joist schedule by designation like 24K9 or 32LH08. K-series are open-web joists, LH are long-span joists, DLH are deep long-span. Weight per foot comes from the Steel Joist Institute (SJI) catalog. Count joists per bay and multiply by span length and weight per foot.
7. Miscellaneous Metals
Miscellaneous metals (often called misc metals or M-metals) is the grab bag of smaller steel items. On most projects this is a separate spec section (05 50 00) and may be bid by a different contractor than structural steel.
Typical items
- Stairs and stair stringers
- Pipe railings, handrails, guardrails
- Ladders and ship ladders
- Lintels over masonry and window openings
- Steel door frames (sometimes)
- Embed plates, anchor bolts, leveling plates
- Support angles for brick ledges, shelves
- Equipment supports, dunnage
How to take off misc
Count each item from the architectural and structural details. Price stairs per riser or per flight (a typical commercial stair flight runs $4,500-$8,000 installed). Price railings per linear foot. Keep a catalog of historical unit prices so you can bid fast.
8. AI Structural Steel Takeoff
Steel takeoff used to mean hours of clicking beams with a digital pen. Not anymore.
What PILRS does
- Reads the framing plan PDFs and the column schedule.
- Identifies every shape callout using OCR and pattern recognition.
- Looks up weight per foot from the AISC database automatically.
- Measures linear feet along each member.
- Applies connection and waste percentages you define.
- Outputs a tonnage report and bill of material ready for pricing.
Review, do not rubber-stamp
AI handles the mechanical work. A senior estimator reviews the output for things like non-standard details, special coatings, and bid-day scope clarifications. The time savings goes straight to margin.
Frequently Asked Questions
How do you calculate structural steel tonnage from drawings?
What does a shape like W12x26 mean on a steel plan?
How long does a structural steel takeoff take?
How do you count bolts on a structural steel takeoff?
How do you take off metal deck quantities?
What is the difference between main steel and miscellaneous steel?
How do you read a steel framing plan?
What waste factor should I use on a steel takeoff?
How do you figure tonnage of steel joists (bar joists)?
How do AI structural steel takeoff tools identify members?
What is the difference between AISC Certified and non-certified steel fabricators?
How do you handle shop drawings vs. design drawings in takeoff?
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