
Steel stud load tables explained for Canadian projects
Steel stud load tables are a concise, code‑aware way to check whether a given cold-formed steel stud, at a specified gauge, height, and spacing, can safely carry axial and lateral loads without engineered recalculation. These tables are used for preliminary selection, specification, and procurement of studs for interior partitions, load bearing walls, shafts, and tall partitions. Dass Metal Products manufactures CSSBI‑certified studs and supports specification with brochures, load tables, and engineering assistance when the project requires it Dass Metal Products.
What steel stud load tables are and when to use them
At their simplest, steel stud load tables pair common stud profiles with allowable factored capacities under defined conditions. They are intended for:
- Preliminary sizing and selection during specification or quoting.
- Confirming that a standard stud size and gauge meets code limits for a given wall height and stud spacing.
- Checking combined axial and lateral limit states as provided by standards such as the CSSBI selection tables.
Use tables when your project falls inside the published assumptions. If loading, geometry, or service conditions fall outside those assumptions, obtain engineered verification from a licensed professional.
Which loads and limit states the tables address
Typical steel stud load tables published by standards bodies show capacities for factored axial compression, and combined axial plus lateral loading. Those tables commonly assume specific boundary conditions, sheathing layouts, and factored dead and live loads. The Canadian Sheet Steel Building Institute selection tables include combined axial and lateral load tables for light gauge steel framing members. For example, the CSSBI 58 metric tables list factored axial compressive resistance values and show how lateral pressure reduces allowable axial load for unsheathed or sheathed conditions CSSBI 58 (2018 metric) and the earlier CSSBI set CSSBI 58 (2011/2017).
Because the tables report factored resistances, they reflect limit state design. One CSSBI example table notes a nominal axial dead load D = 8.0 kN per stud and a limiting factored compressive resistance Cr = 36.6 kN per stud for a particular scenario. Cite the full CSSBI table and its footnotes when you rely on any numeric value for design CSSBI 58 (2018 metric).
How to read combined axial and lateral tables
Combined axial and lateral tables appear dense. Focus on these key elements to read them correctly.
Units and table orientation
- Note whether the table is metric or imperial. Canada projects typically use the metric CSSBI tables, but some manufacturer data also lists imperial values. Always verify the units in the column heading.
- Confirm whether capacities are factored resistances or allowable working loads. CSSBI tables report factored compressive resistance for a specified factored lateral load and spacing CSSBI 58 (2018 metric).
Rows and columns you must match to your situation
- Wall height or unsupported length row. Match the stud height or unsupported length used in your wall assembly.
- Stud spacing row or column. Tables give values for common spacings such as 16 in o.c. or 400 mm o.c.
- Factored lateral load columns. If a lateral pressure applies to the wall, read the column for the relevant lateral load to find the reduced axial capacity.
- Stud size and gauge index. Identify the factory profile and gauge you are considering and read across rows for its capacities.
Always read table footnotes. Footnotes state necessary conditions such as sheathing type, end support details, and whether values assume continuous sheathing or unsheathed studs. Ignoring footnotes is the most common misuse of published tables.
When comparing table capacities to your applied loads, use the factored load combinations required by the National Building Code or your project specifications. If a table capacity is close to the factored demand, treat the selection as preliminary and obtain a formal check from a structural engineer.
Reading examples and a short worked interpretation

Follow these steps when you open a combined table.
- Confirm the units and that the table applies to your stud profile and sheathing condition.
- Find the row for your wall height or unsupported length.
- Find the column for the stud spacing you plan to use.
- If lateral load applies, read the factored axial resistance under the appropriate lateral load column. If not, use the 0 kPa lateral column.
- Compare the factored axial resistance to your factored axial demand. If demand is less than or equal to capacity, the stud selection is permitted under the table assumptions.
For context, a CSSBI example table lists a nominal axial dead load D = 8.0 kN per stud and a limiting factored compressive resistance Cr = 36.6 kN per stud for a particular row. That numerical pairing indicates the stud has factored reserve beyond the example dead load under the table assumptions, but it does not replace a project-specific demand calculation. If your combined axial and lateral demand approaches the table value, do not rely on the table alone for final design.
Do not skip a final verification step. If the table indicates a capacity that is close to your applied load, or if your project has discontinuous sheathing, heavy concentrated loads, or openings, obtain an engineered calculation rather than relying solely on the table.
Common specification scenarios and quick decisions
Here are common project situations and how tables are typically used.
- Non loadbearing partitions: Tables are usually sufficient for selection when heights, spacings, and loads are standard and footnotes apply.
- Load bearing stud framing: Use tables when the wall configuration is within the table assumptions. For roof or floor bearing loads, double check with an engineer. Dass Metal lists load bearing products and can help with sizing load bearing stud framing.
- Shaftwalls and tall partitions: Because unsupported heights are large, a project often requires engineered design despite the presence of tables. Use tables for initial selection only.
- Acoustic detailing or resilient channel: These accessories affect lateral behavior. Use the appropriate table entries or manufacturer guidance when acoustic assemblies are present.
Canadian code and standards to cite
In Canada, CSSBI selection tables are the widely used resource for lightweight steel framing member selection. The CSSBI publication CSSBI 58 provides combined axial and lateral load tables and remains the principal reference for specifying light gauge studs CSSBI 58 (2018 metric) and the earlier consolidated tables CSSBI 58 (2011/2017). The National Research Council of Canada code references show code limits for minimum stud sizes, maximum spacings, and maximum unsupported heights that intersect with table use, and should be consulted for code compliance NRC code table.
Decision criteria and when to get engineered verification

Use tables for many routine decisions, but call a licensed engineer when one or more of the following apply:
- Combined applied axial and lateral loads are high relative to the table capacities.
- Unsupported stud heights exceed the maximum listed in the tables or the National Building Code references.
- Openings, concentrated loads, or eccentric header conditions are present.
- Project is in a high seismic or high wind jurisdiction, or the wall contributes to overall structural stability.
- The assembly requires a fire resistance rating or specialized deflection control that tables do not address.
When in doubt, request engineered verification. Dass Metal’s engineering team can review selections, provide custom profiles, and advise on table applicability for a specific project Dass Metal Products.
Supplier considerations: Dass Metal resources, units, and custom profiles
Practical procurement notes to avoid specification errors.
- Metric versus imperial units. Confirm which unit set you used to read capacities and to place an order. Dass Metal publishes resources and load tables that support Canadian metric practice Dass Metal Products.
- Brochures and MSDS. Request the product brochure and MSDS to confirm profile dimensions, coating, and handling guidance before installation.
- CSSBI certification and custom profiles. Dass Metal manufactures CSSBI‑certified products and can supply custom profiles when standard tables do not meet project constraints load bearing stud framing.
- Cross‑border delivery. If your project includes US sites, discuss logistics and units early. Suppliers typically supply metric tables for Canadian projects and imperial for US jobs.
- Ordering logistics. Confirm lead times, minimum order quantities, and delivery packaging when placing project orders, especially for staged deliveries or tight schedules.
Where to download the official tables and further reading
Keep the full CSSBI publications and NRC code tables on file for final checks. Authoritative sources used in this article include the CSSBI selection tables and the NRC code table reference. Access the CSSBI metric tables and the earlier combined tables at the Canadian Sheet Steel Building Institute resource pages CSSBI 58 (2018 metric) and CSSBI 58 (2011/2017). Consult the National Research Council code table for stud size and spacing context NRC code table.
Quick specification checklist and next steps
Before you submit an order or a drawing set, run this quick checklist.
- Confirm applied axial and lateral factored loads using your project loads and load combinations.
- Select candidate stud sizes and spacings from the CSSBI tables that match your wall height and sheathing condition.
- Read table footnotes and confirm the sheathing, end support, and bracing assumptions apply.
- Flag any exceedances of table limits and engage a licensed engineer.
- Confirm units on purchase orders and request product brochures, MSDS, and a written quote from your supplier. For engineered checks or custom profiles contact Dass Metal for assistance and quoting load bearing stud framing or general enquiries Dass Metal Products.
Frequently asked questions
What are combined axial and lateral steel stud load tables and why do they matter
Combined tables show how lateral pressure reduces the axial compressive capacity of a stud. They matter because many walls face both vertical loads and lateral pressures, and the combined effect can govern stud selection. Use CSSBI combined tables for Canadian practice CSSBI 58 (2018 metric).
Which Canadian standard should I use to select steel studs for a project
Use the CSSBI selection tables as the primary reference for light gauge steel stud selection and consult the National Building Code context for minimum sizes and maximum spacings. Links to the CSSBI resources are provided above CSSBI 58 (2018 metric) and CSSBI 58 (2011/2017).
Can I rely on CSSBI load tables without involving a structural engineer
Tables are acceptable for routine, code‑conforming applications that fall within the table assumptions. You must involve a licensed engineer when unsupported heights, combined high loads, openings, or special performance requirements are present.
How do I convert between metric and imperial values in the load tables
Always prefer to use the table set published for the units you intend to apply. If you must convert, apply correct unit conversions and recheck rounding against the original table. Conversions can mask differences in table assumptions, so verify with the supplier or an engineer before using converted numbers for final design.
Where can I get Dass Metal to review my stud selection or supply custom profiles
Dass Metal Products provides product brochures, load tables, and engineering support for CSSBI‑certified steel studs. For load bearing assemblies or custom profiles, consult the Dass Metal load bearing product page load bearing stud framing or contact Dass Metal via their website Dass Metal Products.
Key takeaway, use steel stud load tables for confident preliminary selection, always read the footnotes and units, and obtain engineering verification when project conditions diverge from the tables. For assistance with specifications, custom profiles, or quotes, contact Dass Metal Products at their official site Dass Metal Products.
