
Choosing the right steel beam sizes for residential construction determines whether your open-concept renovation holds up for decades or requires costly remediation down the road. In Ontario, beam sizing touches the Ontario Building Code, structural engineering requirements, and the practical realities of working in Toronto's older housing stock — where existing framing rarely matches modern load assumptions.
This guide covers the beam profiles used most often in GTA homes, how span and load affect sizing, what your engineer will specify, and what you should expect to pay for supply and installation in 2025.
Most residential steel beams in Ontario fall into two profile families: W-shape (wide flange) beams and HSS (hollow structural section) sections. W-shapes are the workhorses of residential structural steel. Their wide, flat flanges distribute load efficiently and accept standard beam pockets or column connections without custom fabrication. HSS sections appear more often as columns, posts, or lintels rather than primary floor beams.
The W-shape designation system reads depth first, then weight per linear metre. A W200x36 beam is approximately 200 mm deep and weighs 36 kg per metre. Structural engineers specify beams this way, and your fabricator or steel supplier sources them to match. The most common W-shapes showing up in GTA residential projects run from W150 to W310, depending on span and loading.
Steel beams specified for Canadian residential work conform to CSA G40.21 Grade 350W steel, which has a yield strength of 350 MPa. This is the standard grade your fabricator will supply unless the engineer specifies otherwise. Grade 350W replaced the older 44W designation, but you may still see 44W referenced on older drawings — the two are equivalent.
Beam sizing depends on three variables: span length, tributary area, and load type. Span is the clear distance the beam must bridge. Tributary area is the floor area each beam supports. Load type distinguishes between uniform distributed loads (floors and ceilings spreading weight evenly) and point loads (posts, columns, or concentrated equipment dropping load at a single location).
Ontario residential design uses the National Building Code of Canada (NBC 2020), adopted provincially through the OBC, which specifies minimum live loads of 1.9 kPa (40 psf) for residential floors. Add dead load for the floor assembly itself, typically 0.5–1.0 kPa, and you're working with a total design load of roughly 2.4–3.0 kPa for a standard floor. Heavier finishes, tile, or mechanical equipment push that number higher.
A beam sized only for gravity loads may still fail the deflection check. The OBC limits beam deflection to L/360 under live load for floors supporting brittle finishes like tile. Specify this requirement to your engineer — deflection control often governs beam depth more than strength.
The table below shows typical W-shape selections for common residential scenarios. These are general references only. A licensed structural engineer must confirm sizing for your specific project.
Deflection limits tighten when you install hardwood or tile floors above the beam. A W250x33 might satisfy the strength calculation for a 5-metre span but deflect 18 mm under full live load — acceptable for carpet, problematic for ceramic tile. Stepping up to a W250x49 or W310x39 in the same scenario drops deflection to under 10 mm and brings it within L/360.
A point load from a post sitting at beam midspan creates roughly twice the bending moment of the same total load spread uniformly along the beam. A W200x36 rated for a 5-metre uniform load may need to be a W250x49 or heavier if a post lands at its centre. Engineers account for this through moment diagrams, not simplified span tables. If your renovation involves relocating a post or adding a heavy mechanical unit, tell your engineer the exact location of that load.
The Ontario Building Code (OBC) classifies most single and two-family homes under Part 9 — Housing and Small Buildings. Part 9 provides prescriptive solutions for wood framing but does not contain prescriptive span tables for steel beams. The moment you use a steel beam in a Part 9 building, the OBC directs you to the engineering provisions of Part 4, which requires a stamped design by a licensed professional engineer registered in Ontario.
This means you cannot pull a steel beam size off a generic chart and build without drawings. Your building permit application for any renovation removing a load-bearing wall or installing a steel beam will require engineer-stamped drawings showing beam size, connections, bearing lengths, and column design. Toronto, Mississauga, Brampton, and other GTA municipalities enforce this consistently.
Bearing length matters. A W250x49 beam needs a minimum bearing of 100 mm at each end to distribute load into the wall or column below without crippling the web. Short bearing seats are a common field error that can cause local web buckling under load.
Beyond the beam itself, the OBC and engineer's drawings will address column sizing, beam-to-column connections, and the load path down to the foundation. A steel beam transferring load to a wood post transfers that load to a footing. If the existing footing undersized for the new concentrated load, the engineer may require footing enlargement before the beam goes in. In Toronto's older homes, this is a frequent discovery during renovation.
Unprotected steel begins losing structural strength at approximately 550°C. For residential occupancies under Part 9 of the OBC, most exposed steel beams in basements or main floors do not require a fire-resistance rating if the building meets sprinkler exemptions. However, steel beams in multi-unit residential buildings, multiplexes with more than two storeys, or in fire separations between units must achieve a rated assembly — typically 45 minutes to 2 hours depending on occupancy and separation type. Intumescent paint, spray-applied fireproofing, or a drywall enclosure each achieve different ratings. Confirm requirements with your building official and engineer before leaving steel exposed.
Open-concept main floor renovations drive the majority of residential steel beam installations in the GTA. Removing a load-bearing wall between a kitchen and living room — a span typically running 4–6 metres in a Toronto semi or detached — almost always lands in the W200 to W310 range. The beam replaces the wall's stud-by-stud load distribution with a single concentrated load path at each end, which then requires a proper bearing column or cripple wall assembly below.
Basement beam replacements follow a similar process but often involve flushed or dropped beam configurations. A flushed beam sits within the floor joist depth so the ceiling remains flat — this requires joist hangers and a deeper beam in most cases. A dropped beam hangs below the joist bottom, which is simpler to install but reduces headroom. In Toronto basements with 7-foot ceiling heights, losing another 200–300 mm to a dropped beam often pushes the ceiling below the minimum OBC requirement of 1,950 mm for habitable rooms.
Attached garages and home additions frequently use steel beams to span wide garage door openings or to carry floor loads above. A double-car garage door opening of 4.9–5.5 metres requires a header with enough depth to limit deflection — a W200x36 or W250x33 typically handles this span for a single storey above. Additions that include a master suite or full second floor above push into the W250x49 to W310x60 range depending on tributary width and roof loads.
For addition framing projects, the beam design must account for the combined load of the new addition and any existing structure bearing onto the beam. Engineers reviewing addition permits in Toronto pay particular attention to the load path through existing foundations, which may not have been designed for the additional tributary area.
Steel beam pricing in Ontario ties directly to the spot price of structural steel, which fluctuates with commodity markets. In 2025, W-shape structural steel runs approximately $2.50–$4.00 per kilogram for standard sections, supplied through steel service centres in the GTA. A W250x49 beam cut to 5 metres weighs about 245 kg, putting material cost at $600–$980 before delivery. Heavier sections and longer lengths scale proportionally.
Access significantly affects labour cost. A basement beam replacement where the crew can slide the beam through a window well costs less than a main-floor beam requiring a small crane or Genie lift to set into place through the roof before sheathing goes on. In Toronto's narrow laneways and semi-detached rowhouses, crane access is often impossible, pushing crews toward manual setting with pipe staging — which adds time and cost.
HSS columns supporting the beam endpoints add another $300–$800 per column for a typical residential section (HSS 102x102x6.4 or HSS 127x127x6.4 are common). Baseplate and top plate welding adds to fabrication cost but is often completed in-shop before delivery, keeping field work to anchor bolt placement.
LVL (laminated veneer lumber) beams cost less per linear metre than steel and are easier to cut and handle on site. For spans under 4.5 metres with moderate loads, a triple or quad LVL often satisfies the engineer and saves $2,000–$4,000 compared to a steel alternative. Steel earns its premium on spans over 5 metres, where matching steel's deflection performance in LVL requires a beam depth that either consumes floor-to-ceiling height or forces a flushed pocket too complex to justify. Steel also suits situations where a slender profile matters more than cost — a W250 section at 250 mm depth can outperform a 400 mm LVL at the same span.
Residential steel beam work in Ontario involves at minimum three parties: a structural engineer, a steel fabricator, and an installing contractor. Some general contractors coordinate all three. Specialist steel contractors handle fabrication and installation together, which reduces coordination gaps — a fabricator who also installs can catch errors between the drawing and the field before the beam is cut.
Field welding requires a CWB-certified welder (Canadian Welding Bureau). If your beam-to-column connections involve field welds rather than bolted connections, confirm the installing crew holds valid CWB certification. Inspectors at the framing inspection stage may request certification documentation. Bolted connections using high-strength structural bolts (ASTM A325 or equivalent) are common for residential beam seats and avoid the certification question entirely for simpler connections.
For steel beam supply and installation in Toronto and across the GTA, Konstruction Group coordinates engineering, fabrication, and structural steel installation for residential and multiplex projects. Our steel fabrication team works directly from engineer drawings to produce accurate, site-ready sections that reduce delays at the framing stage.

Written & reviewed by
Fadi MamarCo-founder, Konstruction Group Inc
Engineering graduate from Toronto Metropolitan University with 14+ years in Toronto construction. Has overseen 500+ residential and commercial framing, insulation, and drywall projects across the GTA.
LinkedIn ProfileContact Konstruction Group for a free consultation and quote.
Get a Free Quote