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      <title>Primer, Powder Coat or Galvanising? Choosing the Right Steel Finish | Builders Beams R Us</title>
      <link>https://www.buildersbeamsrus.co.uk/primer-powder-coat-or-galvanising-choosing-the-right-finish-for-your-steel-beams</link>
      <description>Not sure which finish to specify for your steel beams? Our practical guide covers shot blasting, primer, powder coat and galvanising so you can choose the right option for every project.</description>
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          Not sure what finish your RSJ needs? Read this handy guide.
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          When builders place an order for steel beams, the question of finish often comes at the end of the conversation, almost as an afterthought. In practice, specifying the wrong finish, or forgetting to specify one at all, can cause real problems on site. Steel left unprotected will begin to rust quickly once exposed to moisture, and a beam that arrives with the wrong surface preparation can cause delays if the finishing contractor is not set up for it.
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          This guide covers the four main finish options available from our Wakefield workshop, what each one does, and how to choose the right one for your project. It is aimed at builders and contractors who want to understand the practical differences rather than the chemistry behind them.
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          Why steel needs surface preparation at all
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          Structural steel is vulnerable to corrosion from the moment it is manufactured. Bare steel that is stored outdoors, transported on a flatbed, or installed in a damp environment will develop surface rust within days. Even in a relatively dry internal environment, bare steel left without any surface treatment will deteriorate over time.
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          More importantly for the finishing trades, bare steel does not hold paint well. Mill scale, which is the thin layer of iron oxides formed during the rolling process, is flaky and provides a poor key for coatings. Surface contamination from handling and transport makes adhesion even worse. Proper surface preparation removes these contaminants and creates a clean, consistent profile that coatings can bond to reliably.
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          All steel that leaves our workshop is shot blasted as standard at no additional cost. Shot blasting is the foundation that everything else builds on, and it is worth understanding what it does before looking at the coating options.
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          Shot blasting: the starting point for all our steel
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          Shot blasting is a mechanical cleaning process. Steel abrasive media is propelled at high velocity against the steel surface, stripping away mill scale, rust, existing coatings and any surface contamination. The result is a clean, bright surface with a consistent anchor profile, which is the microscopic texture that allows coatings to grip.
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          The cleaning standard we work to is Sa 2.5, which is the internationally recognised grade for near-white metal cleanliness. This is the standard required before most protective coatings are applied, and it is what paint manufacturers specify as the minimum surface preparation for their products to perform as intended.
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          Shot blasting alone does not provide long-term corrosion protection. It removes the contaminants and prepares the surface, but uncoated shot-blasted steel will begin to re-rust in humid conditions within a matter of hours. For steel that will be installed the same day and encased in masonry or concrete, shot blasting alone may be sufficient. For anything else, a coating is needed.
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          Primer: the practical choice for most internal structural steel
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          A primer coat applied directly after shot blasting seals the surface and provides a barrier against moisture and oxygen. For structural steel that will be hidden within a building once the project is complete, a single coat of red oxide or zinc phosphate primer is the most common and cost-effective finish.
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          When primer is the right choice
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          Primer works well for beams that will be encased in plasterboard, covered by a ceiling, or hidden within a wall construction. It protects the steel during storage, transport and the construction phase, and it provides a good base if the beam is to be overcoated with a decorative finish later. For the vast majority of domestic wall removals, extensions and loft conversions, primer is perfectly adequate.
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          What primer does not do
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          Primer is not a standalone long-term corrosion protection system. In exposed or external environments, a single coat of primer will not hold up indefinitely. If the steel is going to remain visible, sit in a damp environment, or be exposed to weather at any point during or after installation, a more robust finish is needed.
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          Practical notes for site
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          Primed steel can be overcoated with most standard paint systems once it is on site, which gives flexibility if the client wants a specific colour or finish. Make sure your decorator knows the primer specification so they can select a compatible topcoat. Red oxide primer in particular can bleed through if the wrong topcoat is applied over it without an appropriate sealer.
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          Powder coating: for steel that will remain visible
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          Powder coating is a dry finishing process in which electrostatically charged paint powder is applied to the steel and then cured in an oven. The result is a hard, even, durable finish that is significantly more resistant to scratching, chipping and fading than a conventional wet-applied paint system.
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          When powder coat is the right choice
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          Powder coating is the finish to specify when structural steel will be visible in the finished building. Steel staircases, exposed beams in open-plan living spaces, mezzanine structures, balustrades and feature steelwork all benefit from a powder-coated finish. It is available in a very wide range of colours and textures, including RAL and BS colour standards, so it can be matched to an architect's or interior designer's specification.
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          It is also a good choice for steel in commercial or light industrial premises where the surface needs to resist knocks and general wear, and for agricultural buildings where a coloured finish is preferred over galvanising.
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          What powder coat does not do
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          Powder coat is not the same as galvanising in terms of corrosion resistance. In genuinely exposed outdoor environments, particularly those with salt air, standing moisture or frequent condensation, powder coat alone can be insufficient as a long-term protection system. In those situations, a zinc-rich primer applied over shot-blasted steel before powder coating provides much better performance, and galvanising remains the most robust option for heavily exposed applications.
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          Powder coat is also less forgiving of poor surface preparation than some builders assume. Any rust, contamination or inadequate shot blasting profile will cause adhesion failure and peeling over time. This is why the shot blasting stage matters so much.
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          Powder-coated steel should be handled carefully during installation. The surface is hard but not indestructible, and scratches or chips that expose bare metal will begin to rust from the edges inward if left unattended. Touch-up paint in a matching colour should be on site before installation begins.
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          Galvanising: the longest-lasting protection for exposed steel
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          Hot-dip galvanising involves immersing clean steel in a bath of molten zinc at around 450 degrees Celsius. The zinc reacts metallurgically with the steel surface to form a series of zinc-iron alloy layers, topped by a pure zinc outer layer. The result is a coating that is bonded to the steel at a molecular level rather than simply adhering to the surface.
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          When galvanising is the right choice
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          Galvanising is the correct choice for steel that will be permanently exposed to the elements. Agricultural buildings, farm stores, barn conversions, external staircases, structural steelwork in coastal or industrial environments, and beams installed in roof spaces with poor ventilation are all strong candidates for galvanising.
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          In the Yorkshire and Craven district, where we regularly supply steel for barn conversions and rural agricultural buildings, galvanising is often the default specification for externally exposed or semi-exposed steelwork. The Pennine climate, with its high rainfall and persistent moisture, demands a finish that can genuinely stand up to long-term exposure without maintenance.
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          Galvanised steel has a typical service life of 50 years or more in many environments, which is why it is specified for infrastructure, bridges and industrial structures as well as agricultural and rural buildings.
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          What galvanising does not do
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          Galvanising produces a distinctive silver-grey metallic appearance that some clients and architects find unsuitable for visible interior applications. It can also affect the dimensions of fabricated steelwork slightly, since the zinc coating adds a small amount of thickness, which is worth flagging to your engineer if tight tolerances are involved.
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          Galvanised steel can be painted or powder coated over the top, but this requires a specific preparation process called sweep blasting and a primer compatible with zinc surfaces. If a coloured finish is needed alongside maximum corrosion protection, this combination approach delivers both, though it adds cost and lead time.
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          Galvanised steel is heavier than the bare section due to the zinc coating, which is worth factoring in when planning lifts and access. Cutting or drilling galvanised steel on site should be kept to a minimum since it exposes bare steel at the cut edge, and adequate ventilation is essential when working with galvanised material, as zinc fumes are hazardous.
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          How to choose the right finish for your project
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          In straightforward terms, the decision usually comes down to where the steel is going and whether it will be visible.
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          Hidden in a wall, ceiling or floor:
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           Shot blasting and primer is almost always sufficient. It protects the steel during the construction phase and provides a base for any subsequent coating.
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          Visible internally in a domestic or commercial space:
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          Specify powder coat in the colour and texture required. Shot blasting and primer before powder coat gives the best adhesion and appearance.
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          Exposed to weather or in a damp agricultural environment:
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           Specify galvanising. For steel that also needs a specific colour, discuss a galvanise-plus-powder-coat combination at the time of quoting.
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          External staircase or balustrade in an urban environment:
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           Either galvanising or a high-quality powder coat system over a zinc-rich primer will perform well in most UK urban climates. Discuss the specific exposure with
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          your fabricator.
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          When to specify the finish
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          The finish needs to be confirmed at the time of placing your order, not as an afterthought once the steel has been fabricated. Shot blasting happens as part of our standard process, but primer, powder coat and galvanising all require additional steps that need to be scheduled into the production process. Changing the finish specification after fabrication can delay your order and in some cases require rework.
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          If you are unsure which finish is right for your project, call us before you order. We are happy to discuss the application and advise on the most appropriate option. Getting the finish right at the outset saves time and avoids problems on site.
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          Ordering steel with a finish from Builders Beams R Us
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          All of our structural steel is shot blasted as standard. Primer, powder coat and galvanising are available on request and should be specified when you place your order. For powder coat orders, please confirm the RAL or BS colour reference and whether you need a gloss, satin or matt finish.
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          To get a quote or discuss your requirements, call us on 07301 033 581 or email contact@buildersbeamsrus.co.uk. We fabricate in house at our Wakefield workshop and deliver across Yorkshire and the wider UK, typically within a few working days for standard sections.
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          Related Services:
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          Builders Beam Fabrication
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          Fabricating &amp;amp; Welding
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          Surface preparation standards referenced in this article follow the ISO 8501-1 scale for visual assessment of surface cleanliness. Specification of protective coatings for structural steelwork should always be confirmed with your finishing contractor or structural engineer where specific performance requirements apply.
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      <pubDate>Fri, 17 Apr 2026 15:57:32 GMT</pubDate>
      <guid>https://www.buildersbeamsrus.co.uk/primer-powder-coat-or-galvanising-choosing-the-right-finish-for-your-steel-beams</guid>
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      <title>What size RSJ do I need? A practical guide for builders</title>
      <link>https://www.buildersbeamsrus.co.uk/what-size-rsj-do-i-need-a-practical-guide-for-builders</link>
      <description>Not sure what size RSJ you need for a wall removal, extension or loft conversion? Our practical guide covers section sizes, spans and what to send for a quote.</description>
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          Not sure what size RSJ you need for a wall removal, extension or loft conversion? Read our practical guide.
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          One of the most common questions we get at Builders Beams R Us is some version of: "I need a beam for a knocked-through wall, what size do I need?" It is a reasonable question, and the honest answer is that the correct size always comes from a structural engineer's calculation based on the specific loads involved in your project.
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          That said, there is a lot a builder can understand about RSJ sizing without doing the structural maths themselves. This guide covers how beam sizes are defined, what factors affect the section required, and what the typical ranges look like for the most common domestic project types. It also explains exactly what you need to send us to get a fast, accurate quote.
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          How RSJ sizes are defined
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          RSJ stands for Rolled Steel Joist, though in practice builders and fabricators use the term interchangeably with Universal Beam (UB). When a structural engineer specifies a steel beam, they will typically refer to it using a designation that looks something like this: 203x102x23 UB.
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          Those three numbers tell you everything about the section. The first is the depth of the beam in millimetres, measured from the top flange to the bottom flange. The second is the width of the flanges in millimetres. The third is the weight per linear metre in kilograms. So a 203x102x23 UB is 203mm deep, 102mm wide, and weighs 23kg per metre of length.
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          Deeper beams are generally stronger because more of the material is positioned further away from the neutral axis, which is where bending resistance comes from. Heavier sections within the same depth series have thicker webs and flanges, which also adds strength. Your structural engineer will specify both the section size and the steel grade, most commonly S275 or S355, with S355 being the higher-strength option.
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          What affects the section size required?
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          Several factors determine what size beam is needed for any given situation. A structural engineer takes all of these into account when producing their calculations.
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          The span
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          The clear span is the distance between the points of support, usually the inner faces of the walls or columns carrying the beam. The longer the span, the greater the bending moment the beam must resist, and therefore the larger the section required. Even a relatively modest increase in span, say from 2.5 metres to 3.5 metres, can push the specification up by one or two section sizes.
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          The load above
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          A beam carrying a single-storey load from a ground-floor wall removal is working much less hard than one that also carries a first floor, a second floor, or a roof. In a typical terraced house, a beam installed at ground floor in a through-lounge conversion is carrying relatively modest loads. The same span in an older three-storey property, or one where a heavy flat roof sits above, will need a significantly heavier section. Party walls and chimney breasts add further load considerations that the engineer needs to assess.
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          The bearing length
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          The bearing is the length of the beam that sits on the wall at each end. Insufficient bearing concentrates the load onto a very small area of masonry and can cause crushing or settlement. Your engineer will specify a minimum bearing length, often 150mm for domestic work, though this varies depending on the masonry type and the load involved. End plates or padstones may also be required.
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          The construction type
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          Timber-framed buildings, masonry cavity walls, solid stone walls and steel-framed structures all behave differently. Older stone properties in Yorkshire, for example, often have thick but irregular masonry with variable compressive strength, which affects how loads are transferred into the bearing. Telling your engineer what the property is built from and when it was constructed helps them produce an accurate specification.
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          Typical section sizes for common domestic projects
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          The ranges below are illustrative only. The correct section for your specific project must always come from a structural engineer's calculations. Do not use these figures to order steel without an engineer's sign-off.
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          Ground-floor wall removal in a two-storey semi or terraced house
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          For a standard knock-through between two ground-floor rooms in a typical inter-war or post-war semi-detached property, spans are commonly in the 2.5 to 3.5 metre range. Engineers frequently specify sections in the 150x75 to 203x102 UB range for these jobs, depending on the exact span and the floor and roof loads coming down. A 203x102x23 UB is a very commonly encountered section for this type of work.
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          Rear extension opening with a flat or pitched roof above
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          A rear extension creating a wide opening between the existing house and a new structure often involves spans of 3 to 5 metres. Where the extension has its own roof structure bearing onto the beam, sections of 254x102 or 254x146 UB are common. Wider openings of 4.5 metres and above frequently move into the 305 series or require a heavier section within the 254 range.
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          Loft conversion ridge beam or purlin
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          Steel beams in loft conversions are used in a variety of configurations: as ridge beams running along the apex of the roof, as purlins supporting rafters partway up the slope, or as structural members supporting new dormer structures. Spans vary considerably depending on the roof geometry, but for a typical ridge beam in a semi-detached property engineers often specify sections in the 178x102 to 254x102 UB range. Dormer structures with steeper loads may push into larger sections.
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          Garage conversion lintel replacement or structural opening
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          Garage conversions often require a new beam across the front opening where the up-and-over door has been removed, or across an internal wall being opened up to connect the garage to the main house. Front opening spans of 2.4 to 3 metres with a first floor above are commonly handled with sections in the 152x89 to 203x102 UB range, though again the specific loading governs everything.
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          Commercial or multi-storey loads
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          Where steel is carrying loads from multiple storeys, or in commercial premises with higher imposed floor loads, the sections move into much heavier territory. Spans of 4 to 7 metres carrying two or more floors can require sections in the 305, 356 or 406 series. These projects will always be specified by a structural engineer and the sections are too site-specific to generalise meaningfully.
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          What about parallel flange channels and universal columns
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          Not every structural steel member is a Universal Beam. Parallel Flange Channels (PFC) are used where the beam needs to sit flush against a wall on one side, for example in a flitch beam arrangement or where access for a full UB flange is not available. Universal Columns (UC) are used where the load is primarily compressive rather than in bending, for example as vertical posts or props.
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          We fabricate all of these sections at our Wakefield workshop, along with angles, flat bar, box section and plate. If your engineer has specified something other than a standard UB, just send us the designation and we will confirm availability and price.
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          What you need to send us for a quote
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          Getting an accurate quote from us is straightforward. The more detail you can provide, the quicker we can turn it around.
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           The section designation:
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            For example, 203x102x23 UB. This comes from your structural engineer's drawings or calculations.
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           The length:
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           The overall fabricated length of the beam in millimetres, including the bearing at each end. If you are unsure of the exact length, give us the clear span and the bearing length and we can work out the overall.
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           Any drilling or plating details:
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            If the engineer has specified end plates, cleats, bolt holes or stiffeners, let us know or send us the relevant drawing.
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           The finish required:
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           All steel we supply is shot blasted as standard. If you need primer, powder coat or galvanising, tell us at the time of quoting.
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           Your delivery postcode and preferred week:
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           We deliver across Yorkshire and the wider UK. Give us the site postcode and your preferred delivery week and we will confirm availability.
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          If you do not yet have engineer's drawings but want a rough idea of cost, send us your best estimate of the section and length and we can give you a ballpark figure while you wait for the final specification.
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          Do I need a structural engineer?
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          Yes. For any structural alteration to a building, including wall removals, extensions and loft conversions, building regulations require that the steel is sized by a qualified structural engineer. We fabricate to approved structural designs and do not produce our own calculations.
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          If you are working with a builder who does not yet have engineer's drawings, a structural engineer can usually produce calculations for a standard domestic project within a few days. The fee for a typical domestic beam calculation is modest relative to the cost of the project, and the calculations are required for building control sign-off regardless.
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          If your client has sketches but no formal drawings yet, we can still cut and drill to measurements provided, but the responsibility for the structural design sits with the engineer or the builder in charge. We will always flag if something does not look right.
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          Ready to get a quote?
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          We fabricate RSJs and structural steelwork in-house at our Wakefield workshop and deliver across Yorkshire and the UK. Lead times for standard sections are typically a few working days, and we will keep you updated throughout.
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          Send your drawings or dimensions to contact@buildersbeamsrus.co.uk or call us on 07301 033 581. If you are unsure what you need, give us a call and we will help you work it out.
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          Related Services:
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          Builders Beam Fabrication
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          Fabricating &amp;amp; Welding
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      <pubDate>Sat, 04 Apr 2026 21:24:32 GMT</pubDate>
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      <title>How to read a steel beam specification on drawings</title>
      <link>https://www.buildersbeamsrus.co.uk/how-to-read-a-steel-beam-specification-on-drawings</link>
      <description>Learn how to read a steel beam specification on structural drawings. A practical guide to section sizes, lengths, grades, bearings, plates, holes and notes.</description>
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          How to read a steel beam specification on  drawings
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          Structural drawings can look intimidating, but most steel beam specifications follow a predictable pattern. Once you know what to look for, you can pull out the key details quickly and avoid the common mistakes that cause delays on site.
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          This guide explains the typical information shown for RSJs and structural steel beams, what it means in practice, and what to double check before ordering.
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          Start with the beam mark
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  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Most drawings label beams with a mark such as B1, B2, UB1 or RSJ1. The mark links the beam on the plan to a schedule or a detail. Your first job is to find the mark and then locate the schedule entry or callout that describes it.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          If the drawing includes multiple sheets, the beam mark may point you to another page for connection details.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Section size and type
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          The section type is usually a universal beam or a universal column. You may see a note like UB or UC. Some engineers also use PFC for parallel flange channel.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          A common format looks like this:
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          203 x 102 x 23 UB
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          This tells you the nominal depth and width of the section and its mass per metre. In this example, the beam is roughly 203 mm deep, 102 mm wide, and weighs 23 kg per metre.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Do not guess section sizes. Use the exact spec shown.
          &#xD;
      &lt;span&gt;&#xD;
        
           ﻿
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Steel grade
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          You will often see a grade such as S275 or S355. This is a material property and must match the engineer’s design. Sometimes the grade is listed in the general notes rather than beside every beam.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          If the drawing does not show grade clearly, check the notes section or the beam schedule. If still unclear, ask the engineer to confirm.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Finished length and bearing
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Drawings may show a beam length directly on the plan, or they may show the span and then specify bearings separately. Finished length is critical and is where mistakes often happen.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;strong&gt;&#xD;
      
          Look for one of these approaches:
         &#xD;
    &lt;/strong&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          The drawing states the finished length end to end.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          The drawing gives the clear span plus a bearing length at each end.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          The drawing gives a setting out line and the beam sits into pockets shown on a detail.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Always confirm how length is being defined. If the beam has end plates, check whether the overall length includes the plates.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Bearings are often shown in the detail, not the plan. They may specify a minimum bearing length and whether padstones are required.
          &#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Padstones and support notes
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          If padstones are required, they may be marked on the masonry detail, listed in notes, or shown as a separate item. The drawing may also specify the padstone size and strength.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Support condition matters. The drawing may state whether the beam sits on masonry, a column, or another steel member. That support type affects connection details.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Holes, plates, stiffeners and cleats
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Beams are not always just cut to length. The spec may require:
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;ul&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;strong&gt;&#xD;
        
           End plates:
          &#xD;
      &lt;/strong&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Plates welded to the beam ends for bolting to another member.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;strong&gt;&#xD;
        
           Base plates:
          &#xD;
      &lt;/strong&gt;&#xD;
      &lt;span&gt;&#xD;
        &lt;span&gt;&#xD;
          
            For columns or posts.
           &#xD;
        &lt;/span&gt;&#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;strong&gt;&#xD;
        
           Cleats:
          &#xD;
      &lt;/strong&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Small plates used for connecting joists or other members.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;strong&gt;&#xD;
        
           Stiffeners:
          &#xD;
      &lt;/strong&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Plates welded to increase strength at high load points.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;strong&gt;&#xD;
        
           Drilled holes:
          &#xD;
      &lt;/strong&gt;&#xD;
      &lt;span&gt;&#xD;
        
           For bolted connections.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
  &lt;/ul&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          These details are often shown on separate connection drawings. You might see a note like refer to detail D3 or connection type C2.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          A common problem is ordering a beam without the plate pack because the detail is on another sheet. Always check whether the plan is referencing a connection detail elsewhere.
         &#xD;
    &lt;/span&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Hole sizes and positions
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Hole information should specify diameter and position. Positions are typically dimensioned from a clear datum, such as the beam end or a plate edge, and from a specific face.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;strong&gt;&#xD;
      
          When reading hole details, check:
         &#xD;
    &lt;/strong&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Is the dimension to hole centre or to hole edge.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Is the measurement from the beam end or from the plate edge.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Which face is the datum.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Whether holes are on the web or on a flange.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          If the drawing is unclear, it is better to confirm than to assume.
         &#xD;
    &lt;/span&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;span&gt;&#xD;
        
           ﻿
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Levels and orientation
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Drawings often show levels, especially where steel must align with new floors or existing structures. You may see notes like top of steel level or underside of steel level.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Orientation is also important. Universal beams have a web and flanges. If a beam is rotated or has holes on one face, it needs to be installed the correct way round. Some drawings include arrows or notes like this face outwards.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Coatings and finish notes
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          The drawing or general notes may specify surface preparation and coatings. This might include shot blasting, primer, intumescent paint, or a powder coat finish where steel remains visible.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Not every drawing includes finish. If the job has a visual requirement or a protective requirement, agree finish early rather than leaving it to the end.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Final note
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Reading steel beam specifications becomes much easier once you know the patterns. The aim is not to become an engineer. It is to extract the correct details so the beam can be ordered, fabricated and installed without surprises.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          If you would like, I can also create a short downloadable checklist version of this guide for the website, which can help builders gather the right details before requesting a quote.
         &#xD;
    &lt;/span&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          A simple method to read a beam spec quickly
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;strong&gt;&#xD;
      
          When you open a drawing, scan in this order:
         &#xD;
    &lt;/strong&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Beam mark on plan
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Section size and type
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Grade in schedule or notes
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Finished length and bearing details
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Connection detail references
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Holes and plates
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Levels and orientation notes
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Finish or coating notes
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          This routine catches most of the issues before they become problems.
         &#xD;
    &lt;/span&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Common mistakes when reading drawings
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;ul&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Assuming the length is the opening width rather than including bearings.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Missing connection details that are on another sheet.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Using the correct section size but the wrong grade.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Reading hole dimensions from the wrong datum.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Not checking level notes and creating a clash with floor build up.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Forgetting that end plates can change overall length.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
  &lt;/ul&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;strong&gt;&#xD;
      
          What to do if something is unclear?
         &#xD;
    &lt;/strong&gt;&#xD;
    &lt;strong&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/strong&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          If any part of the spec is not clear, the safest approach is to ask for clarification. A quick confirmation on grade, length definition, hole positions or connection types is far quicker than correcting steel after it is fabricated.
         &#xD;
    &lt;/span&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;br/&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;</content:encoded>
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      <pubDate>Fri, 20 Mar 2026 13:55:52 GMT</pubDate>
      <guid>https://www.buildersbeamsrus.co.uk/how-to-read-a-steel-beam-specification-on-drawings</guid>
      <g-custom:tags type="string" />
      <media:content medium="image" url="https://irp.cdn-website.com/f01c8938/dms3rep/multi/BBRUS-Blog-Header.jpg">
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      </media:content>
    </item>
    <item>
      <title>Steel beams in domestic renovations: common mistakes and how to avoid them</title>
      <link>https://www.buildersbeamsrus.co.uk/steel-beams-in-domestic-renovations-common-mistakes-and-how-to-avoid-them</link>
      <description>Avoid delays on site with this practical guide to common RSJ and steel beam mistakes in domestic renovations, including bearings, supports, drilling details, access planning and delivery prep.</description>
      <content:encoded>&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h2&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Avoiding delays with RSJs: the small details that cause big problems on site
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h2&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Domestic renovation work moves fast. Open plan knock throughs, wider door openings, and extension connections often rely on steel beams to carry loads safely. Most steel issues on site are not caused by the beam itself. They are caused by small details that are missed early on. Those details then turn into delays, extra labour, and awkward fixes when the job is already live.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          This post covers the most common mistakes builders see with RSJs in domestic renovations and how to avoid them with simple checks.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
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          Mistake 1: Assuming the length is the same as the opening
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          A beam length is not the same as the opening width. You need bearing on both ends and often padstones or prepared supports. The structural design will specify bearing length. The practical mistake is measuring the clear span and ordering that number.
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          How to avoid it is simple. Confirm the finished beam length from the engineer’s detail and check the pockets or bearings are formed to match. If the beam includes end plates, confirm whether overall length includes the plates.
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          Mistake 2: Not checking the support you are bearing onto
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          Many domestic jobs involve older brickwork, mixed materials, or walls that have been altered over the years. Even if the beam is correct, the support may not be. Loose masonry, shallow bearings, or poor padstone bedding can lead to cracking and movement.
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          A quick early check helps. Confirm the wall construction, allow time to form pockets properly, and do not rush the bed for padstones. If a wall looks suspect, flag it before the beam arrives so the support solution can be agreed.
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          Mistake 3: Stair and opening changes late in the job
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          In loft conversions and open plan renovations, stair positions and openings can change once clients see the space. Even small shifts can affect load paths and connection points. It can also affect holes and plates if they are part of the beam detail.
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          The best way to avoid this is to freeze layout decisions before steel is ordered, especially around stair openings and trimmed areas. If a change is unavoidable, update the engineer’s detail first rather than trying to make it work on site.
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          Mistake 4: Hole positions without a clear reference
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          Drilling is straightforward when hole centres are clearly dimensioned from a known edge. Problems happen when the drawing does not specify what the measurement is taken from, or when the datum changes between views.
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          The fix is to keep references consistent. Hole centres should be shown from one end of the beam and from one face. If you are marking up a sketch, write exactly where the measurements start from and label the faces.
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          Mistake 5: Not thinking about access and handling
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          This is the one that catches people out most often. A beam can be correct and still be a nightmare to install if you have not planned the route. Tight stairs, narrow hallways, and low ceilings make internal carrying difficult. Some properties need a gable lift or a roof lift, and that needs planning.
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          Before the beam arrives, decide how it is getting from the drop point to the final position. If a crane or lifting kit is required, book it and align delivery timing. If the beam is coming through the roof, plan the opening and the safe working area.
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          Mistake 6: Leaving delivery day preparation too late
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          If delivery arrives and the site is not ready, you lose time. Vehicles need a clear drop zone. Beams need a safe set down area. Lifting kit needs to be ready. Even simple things like parked cars can turn a smooth drop into a problem.
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          A good approach is to confirm the set down point the day before. Clear the area, confirm access notes, and make sure the site contact is available to coordinate.
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          Mistake 7: Not planning for fire protection build up
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          Steel in domestic projects is often enclosed for fire protection, typically with plasterboard systems. That enclosure adds thickness and can affect headroom, reveal details, and finishes. If the beam is close to a ceiling line, not planning for the build up can create a clash later.
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          Plan the build up early and check how it affects finished dimensions. It is easier to adjust now than after plastering starts.
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          Mistake 8: Treating a primed beam like a finished surface
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          Primer protects steel but it will mark during handling. Some clients expect a perfect look straight away. A primed finish is usually meant for later painting or boxing.
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          If a beam will remain visible, confirm the finish early. If primer is chosen, plan for touch in after installation and protect it during lifting.
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          A simple way to avoid most issues
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          Most RSJ problems disappear when you do three things early. Confirm the engineer’s specification, plan how the steel is getting into position, and lock down openings and layout before steel is fabricated. Those steps keep the site moving and reduce the chance of rework.
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          Final note
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          Steel beams are often the turning point in a renovation. Once the beam is in, the job can progress quickly. A few early checks can turn installation day from stressful to straightforward and keep the rest of the build on schedule.
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      <pubDate>Fri, 06 Mar 2026 11:48:47 GMT</pubDate>
      <guid>https://www.buildersbeamsrus.co.uk/steel-beams-in-domestic-renovations-common-mistakes-and-how-to-avoid-them</guid>
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    <item>
      <title>Steel in loft conversions: practical planning tips for builders</title>
      <link>https://www.buildersbeamsrus.co.uk/steel-in-loft-conversions-practical-planning-tips-for-builders</link>
      <description>A practical guide to steel in loft conversions. Where beams are commonly required, what details to confirm early, and how to avoid common issues that cause delays on site.</description>
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          Loft conversions and structural steel: where beams are needed and what catches people out
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          Loft conversions often look straightforward on paper, but once you open the roof space you are dealing with load paths, existing timber, chimney stacks, party walls and awkward access. Structural steel is frequently the solution that makes the design work, but it can also be the point where projects slow down if details are missed.
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          This guide covers where steel is commonly required in loft conversions and the practical issues that tend to catch builders out.
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          Why steel is used in loft conversions
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          Loft conversions introduce new floor loads and often change how the roof is supported. Existing ceiling joists are rarely designed to act as a floor. Steel beams are used to carry new floor joists, support trimmed openings, and sometimes to take roof loads depending on the design. Steel is compact for its strength, which is useful in tight roof spaces where headroom matters.
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          The most common places steel appears in a loft conversion
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          Main floor beams
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          A typical loft conversion will have one or more main bea
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          ms running along the length of the property, supporting the new floor joists. These beams often sit into party walls or onto load bearing walls. On some designs, beams may be arranged as a pair with joists spanning between them, helping reduce spans and deflection.
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           ﻿
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          What can catch people out is the bearing detail. You might have the right beam size, but if the bearing length is not achieved or the support is weak, the install becomes difficult. It is worth checking the wall condition early, especially in older properties where brickwork can be soft or uneven.
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          Ridge or purlin support
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          Some loft designs introduce steel to support roof elements, particularly when purlins are undersized or altered. In dormer conversions, steel can also support the new dormer structure and help transfer loads back to suitable supports.
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          The common issue here is that roof spaces are rarely square. Setting out steel around rafters, purlins and bracing can become a tight fit. A careful measure and a realistic installation plan help prevent a last minute struggle.
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          Trimmers around the new stair opening
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          The new stair often creates a large opening in the existing structure. Trimmers and connections are designed to distribute loads around that opening. Steel may be used for the trimmer, or steel may be used to support timber trimmers depending on the engineer’s approach.
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          This is one of the biggest snag areas because stair position can shift as the build progresses. If the stair opening moves by even a small amount, hole positions and connection details may also change. Freezing stair layout early makes the steel stage much smoother.
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          Support for chimney breasts or stacks
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          In some properties, chimney breasts are reduced or removed at loft level. Steel may be used to support remaining masonry or to form goal post arrangements.
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          Chimneys are heavy and often involve party wall considerations. The practical issue is not just the beam itself but the sequencing and temporary works required to keep things safe. Allow time for approvals and make sure the engineer’s detail is followed precisely.
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          Dormer construction
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          Dormers can involve steels that form the dormer opening and support the new dormer cheeks. In some cases steel is used to create a robust perimeter so that loads are taken back into the building.
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          Dormers are exposed to weather during construction. If steel is being installed during an open roof stage, it is worth planning storage and protection so it is not left sitting wet or on bare ground.
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          Practical issues that commonly cause delays
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          Access and handling
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          Loft steels are often long and heavy, and moving them through a domestic house can be the hardest part. Narrow stairs, tight turns, finished floors and low ceilings all complicate handling.
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          Many builders plan for delivery but not for the route from the drop point to the loft. Think about whether the steel is coming through the roof, through a gable opening, or up internal stairs. If a crane or hoist is required, book it early and line up delivery timing to match.
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          Bearings and padstones
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          Even if the engineer specifies padstones, the real world wall condition matters. If brickwork is crumbly or uneven, seating a padstone properly can take longer than expected. Rushing this step leads to poor bearing and future cracking.
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          Confirm where padstones go, how they are bedded, and whether any local strengthening is required. It is also worth checking the exact bearing lengths shown on the design so the pocket can be formed correctly.
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          Levels and tolerances
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          Loft conversions expose you to old building tolerances. Walls can be out of level, ridge lines can dip, and floor lines can vary room to room. A beam that is level relative to one end might still create headroom conflicts elsewhere.
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          This is where early measuring and realistic packing allowances help. Set out levels properly before you commit to cutting pockets and fixing joists.
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          Last minute design changes
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          Changes often happen when a client adjusts the stair position, adds a dormer window, or requests a different layout. Small layout shifts can change loading and connection details.
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          It is usually better to freeze the design and proceed than to keep making minor tweaks through the build. If a change is unavoidable, get it confirmed by the engineer before steel is fabricated or installed.
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          Fire protection planning
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          Many loft conversions require fire protection to meet building control requirements. Steel may need to be enclosed, usually with appropriate plasterboard systems. This affects build up thickness and can impact headroom and finish lines.
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          Plan the fire protection build up early so the final space works as expected.
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           ﻿
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          A simple sequencing approach that works well
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          A common sequence is to form bearings and padstones, confirm levels, deliver steel, install main beams, then hang or place new floor joists, then form trimmers and stair opening details. Roof structure changes and dormer steels typically follow after the new floor is stable and safe access is in place.
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          Your engineer’s design and your risk assessment always come first, but a clear sequence avoids rework.
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          Final note
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           Loft conversions rarely fail because the steel is complicated. They fail because access, bearings, levels and layout changes are not planned early enough. If you can lock down the stair position, confirm bearings and padstones, and plan the handling route before the steel arrives, the install becomes far calmer and the job stays on schedule. If you need high quality, made to measure steel we are here to help.
          &#xD;
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&lt;/div&gt;</content:encoded>
      <enclosure url="https://irp.cdn-website.com/f01c8938/dms3rep/multi/image.png" length="2643011" type="image/png" />
      <pubDate>Fri, 20 Feb 2026 14:01:08 GMT</pubDate>
      <guid>https://www.buildersbeamsrus.co.uk/steel-in-loft-conversions-practical-planning-tips-for-builders</guid>
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    <item>
      <title>A practical guide to RSJs and builders beams</title>
      <link>https://www.buildersbeamsrus.co.uk/a-practical-guide-to-rsjs-and-builders-beams</link>
      <description>Practical guide for builders on specifying RSJs and builders beams. Learn what to send for a quick quote, finishes to choose, lead times, delivery and installation tips from Builders Beams R Us.</description>
      <content:encoded>&lt;div data-rss-type="text"&gt;&#xD;
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          Introduction
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          When a job needs structural steel, clear information and good planning save time and cost. This guide explains what to prepare, how to specify, and how to handle delivery and installation on site.
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          Start with the design
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          Begin with an approved structural design. The engineer should confirm the section size and grade, any plates or stiffeners, and the positions of holes. Do not fabricate or install until this design is signed off.
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          What to send for pricing
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          Provide a drawing or a clear sketch with sizes in millimetres, plus the finish you want. If plates or holes are required, show their size and exact positions from a known edge. Add the site postcode, any access notes and your preferred week for delivery. If you only have a sketch, keep it neat and label the faces so there is no doubt which edge is the datum.
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          Measuring well
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          State the overall beam length from end to end and confirm the bearing lengths. If end plates are used, say whether the overall length includes the plate or excludes it. Mark hole centres from the same edge every time and note which face is front. Avoid rounding. Precise millimetre values reduce rework.
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          Choosing a finish
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          For most internal work, shot blasting followed by primer gives a clean surface that is ready for installation. Where steel will remain visible, powder coat provides a smarter look. Discuss any special finishes early, since these may affect the programme.
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          Delivery and lifting
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          Give a named site contact and a mobile number. Explain how the vehicle will access the site and where the beam can be set down. Confirm how you will lift the steel, whether by crane, telehandler or manual handling for smaller pieces. Make space ready before the vehicle arrives and keep labels with the correct beam.
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  &lt;h4&gt;&#xD;
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          Lead times and planning
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          Lead time depends on complexity, finish and current workload. You can help by sending complete information from the start and approving any drawings quickly. Allow extra time for powder coat or special finishes. Share your preferred week and any fixed dates as early as possible.
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    &lt;/span&gt;&#xD;
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  &lt;h4&gt;&#xD;
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          Storage and installation
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          Store steel off the ground on timber bearers. If it must be kept outside, cover it but allow air to move so moisture does not sit on the surface. On the day of installation have drawings, packings and fixings to hand, agree a lifting plan and keep an exclusion zone clear. Use the correct tools for drilling and tightening and follow hot work rules if any welding or cutting is planned.
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  &lt;h4&gt;&#xD;
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          Pitfalls to avoid
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    &lt;span&gt;&#xD;
      
          The most common issues are unclear hole centres, plate sizes that do not match the design, assumed finishes and last minute dimension changes. Freeze the specification before fabrication and keep a single point of contact for any updates.
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    &lt;/span&gt;&#xD;
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  &lt;h4&gt;&#xD;
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          Quick checklist
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          Before you order, make sure you have: the approved design, a drawing with sizes in millimetres, finish confirmed, delivery access understood, and a named contact for the day.
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    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          This lighter guide should help you brief, order and install RSJs and builders beams with fewer questions and a smoother day on site.
         &#xD;
    &lt;/span&gt;&#xD;
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  &lt;p&gt;&#xD;
    &lt;br/&gt;&#xD;
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  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          If you need high quality, made to measure builders beams get in touch with us today.
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;</content:encoded>
      <enclosure url="https://irp.cdn-website.com/f01c8938/dms3rep/multi/BBRUS-Custom-Beam-March.jpg" length="156928" type="image/jpeg" />
      <pubDate>Fri, 06 Feb 2026 16:46:56 GMT</pubDate>
      <guid>https://www.buildersbeamsrus.co.uk/a-practical-guide-to-rsjs-and-builders-beams</guid>
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    <item>
      <title>RSJs for home extensions in Yorkshire. What builders need to know.</title>
      <link>https://www.buildersbeamsrus.co.uk/rsjs-for-home-extensions-in-yorkshire-what-builders-need-to-know</link>
      <description>A practical guide to RSJs for extensions in Yorkshire. Sizes, finishes, delivery planning and a clear checklist for fast quotes from Builders Beams R Us.</description>
      <content:encoded>&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h3&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Introduction
         &#xD;
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&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Rolled Steel Joists sit at the heart of most extensions and structural openings. When the beam, the finish and the delivery plan are right, the rest of the job flows. This guide explains what information to send, how to avoid the common causes of delay, and how our Wakefield team keeps projects moving across Yorkshire.
         &#xD;
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  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
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  &lt;h4&gt;&#xD;
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          What is an RSJ?
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&lt;div data-rss-type="text"&gt;&#xD;
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          An RSJ is a rolled steel joist. Builders use them to carry loads where walls are removed or new openings are created. RSJs are chosen for strength, consistency, and ease of installation.
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    &lt;br/&gt;&#xD;
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  &lt;p&gt;&#xD;
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          What to send for a fast and accurate quote:
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    &lt;/strong&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;ul&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Drawings or a simple sketch with sizes in millimetres
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Beam length and orientation
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Any holes, plates or cleats required
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Finish needed such as primer or powder coat
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      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
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           Site postcode and delivery access notes
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Preferred week for delivery or collection
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
  &lt;/ul&gt;&#xD;
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&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
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          Finishes that suit extensions
         &#xD;
    &lt;/span&gt;&#xD;
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          Most extensions use shot blasting and primer which protects during handling and allows a tidy on site paint. Powder coat suits areas where the steel remains visible. For utility rooms or garages with higher moisture, consider additional protection. Tell us the environment and we will advise.
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  &lt;h4&gt;&#xD;
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          Common RSJ questions for extensions
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  &lt;p&gt;&#xD;
    &lt;strong&gt;&#xD;
      
          How long does fabrication take?
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  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Lead times vary with workload, but fast turnaround is a priority. Tell us your preferred week and we will plan around it.
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    &lt;br/&gt;&#xD;
  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
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          Can you drill holes and supply plates?
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    &lt;span&gt;&#xD;
      
          Yes. Send sizes and positions and we will prepare in house.
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  &lt;p&gt;&#xD;
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          Do I need building control sign off?
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  &lt;/p&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Yes. Your structural design must meet regulations. We fabricate to the information you supply.
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&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
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          Site delivery tips to save time
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    &lt;/span&gt;&#xD;
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  &lt;ul&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Make sure the delivery area is clear and safe
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Confirm if there is room for a vehicle to turn
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Have lifting gear or labour ready if needed
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Protect the beam from wet ground before installation
          &#xD;
      &lt;/span&gt;&#xD;
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  &lt;/ul&gt;&#xD;
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&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Why builders choose Builders Beams R Us
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  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;p&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;span&gt;&#xD;
        
           All fabrication is in house for consistent quality, with fast delivery across Yorkshire. Our team focuses on clear communication, so you always know where your order sits. Want to see the workshop or discuss a job call
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/span&gt;&#xD;
    &lt;a href="tel:07301 033581"&gt;&#xD;
      
          07301 033 581
         &#xD;
    &lt;/a&gt;&#xD;
    &lt;span&gt;&#xD;
      &lt;span&gt;&#xD;
        
           or contact us through the button below.
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/span&gt;&#xD;
  &lt;/p&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;h4&gt;&#xD;
    &lt;span&gt;&#xD;
      
          Site delivery tips to save time
         &#xD;
    &lt;/span&gt;&#xD;
  &lt;/h4&gt;&#xD;
&lt;/div&gt;&#xD;
&lt;div data-rss-type="text"&gt;&#xD;
  &lt;ul&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Confirm bearing lengths from the engineer and build pockets to suit
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Keep the beam off wet ground before installation
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Protect threads and machined faces during lifting
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
    &lt;li&gt;&#xD;
      &lt;span&gt;&#xD;
        
           Have fixings and packing ready so the team can set level on the first lift
          &#xD;
      &lt;/span&gt;&#xD;
    &lt;/li&gt;&#xD;
  &lt;/ul&gt;&#xD;
&lt;/div&gt;</content:encoded>
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      <pubDate>Fri, 30 Jan 2026 11:20:47 GMT</pubDate>
      <guid>https://www.buildersbeamsrus.co.uk/rsjs-for-home-extensions-in-yorkshire-what-builders-need-to-know</guid>
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