Structural Work
96 sources in the library on structural work, 40 on this page cited in a published note. Each one says what the document covers and what it is good for. Name a source to see which document it is and where to read it. One at a time. Page 1 of 3.
- very strong RN-VH12D4 cited
GOV.UK (Natural England)
Natural England guidance for England. All bat species, their breeding sites and resting places are fully protected; it is an offence to deliberately capture, injure or kill bats or to damage or destroy a breeding or resting place, with penalties up to 6 months imprisonment and an unlimited fine. Building activities including roof repairs, conversions and demolition can affect bats, so an expert bat survey is needed where bats may be present, and where disturbance or destruction cannot be avoided a mitigation licence must be obtained from Natural England. Useful wherever a cost guide has a 'bat survey' line with no explanation of why it exists.
Cited in Barge Boards, Fascias & Soffits: Cost & Replacement.
- very strong RN-CDLNT7 cited
Health and Safety Executive
The specific HSE information sheet behind the dust advice, with the numbers a note can quote. Names three types of construction dust: silica dust, also called respirable crystalline silica, from concrete, mortar and sandstone; wood dust from softwood, hardwood and wood-based products including MDF and plywood; and other general dust from materials with little or no silica, most commonly gypsum as in plasterboard, limestone, marble and dolomite. States that over 500 construction workers are believed to die from exposure to silica dust every year, and that the main dust-related diseases are lung cancer, silicosis, chronic obstructive pulmonary disease and asthma, most developing slowly though advanced silicosis and asthma can come on quickly. The legal framework is the Control of Substances Hazardous to Health Regulations 2002, and the three required steps are Assess, Control and Review. On damping down it corrects a common site habit: water needs enough supply at the right levels for the whole time the work is being done, and just wetting the material beforehand does not work. High dust levels come from high-energy tools such as cut-off saws, grinders and grit blasters.
Cited in How to Insulate a Loft (DIY), How to Insulate A Vaulted Ceiling In 5 Steps, How to Lay a Patio, How to Sand & Restore Floorboards and 4 more.
- very strong RN-MNOVHE cited
Health and Safety Executive
HSE guidance on temporary works, which is what propping and needling a wall before a steel beam goes in legally counts as. It requires temporary structures to withstand any foreseeable loads and be used only for the purposes for which they were designed, with regular inspection by a competent person. It lists propping for walls and floors and shoring for excavations as temporary works, and states that in all but the simplest situations a design including calculations will be needed, with independent verification for complex works. It sets out the Temporary Works Coordinator role: formally appointed, with the authority to stop unsatisfactory work, ensuring suitable designs are prepared, checked and correctly erected; on complex projects usually a chartered civil or structural engineer, while on simpler projects the main contractor may take the role with professional advice. It cites BS 5975-1:2024 (management procedures) and BS 5975-2:2024 (falsework design) as the applicable codes of practice.
Cited in Steel Beams (RSJ/UB/UC): Sizes, Grades & Cost, Structural Materials: The Complete Guide.
- very strong RN-AW0FCY cited
Ministry of Housing, Communities and Local Government
The second volume of Approved Document B, needed when a homeowner project crosses out of purely domestic use. Paragraph 0.1 draws the line: Volume 1 deals solely with dwellings INCLUDING blocks of flats, so a flat conversion stays in Volume 1, while Volume 2 covers every other building type. Table 0.1 sets the purpose groups: 1(a) flat, 1(b) dwellinghouse with a habitable storey at least 4.5m above ground up to 18m, 1(c) dwellinghouse with no habitable storey 4.5m above ground, then 2(a) residential institutional, 2(b) residential other (hotel, boarding house, hall of residence, hostel), 3 office, 4 shop and commercial, 5 assembly and recreation, 6 industrial, 7(a) storage and 7(b) car parks for vehicles up to 2,500kg gross. Its notes keep work within purpose group 1: surgeries, consulting rooms or offices forming part of a dwellinghouse and used by an occupant in a professional capacity stay in group 1 provided they total no more than 50m2, and a detached garage or open carport of no more than 40m2 stays in group 1(c). Paragraph 0.21 requires a separate purpose group for an ancillary use if that use is a flat, or if the building or compartment exceeds 280m2 and the ancillary use is more than one fifth of the total floor area; paragraph 0.22 requires separate purpose groups for genuinely independent uses such as shops with offices above, and the more onerous guidance applies where there is doubt. Paragraphs 0.23 and 0.24 require Volume 1 to be consulted as well for mixed use buildings that include dwellings, and paragraph 3.2 requires separate escape routes, or other effective protection of common escape routes, where a building has storeys or parts of storeys in different purpose groups.
Cited in Carpet Tile Installation Cost: 2026 UK Price Guide.
- very strong RN-EUGGMV cited
Ministry of Housing, Communities and Local Government
MHCLG's official explanatory booklet on the Party Wall etc. Act 1996, applying to England and Wales, Crown copyright 2016. Explains the Act's effect on the Building Owner who wishes to carry out work covered by the Act and the Adjoining Owner who receives notice of it. Defines 'owner' for the Act's purposes as including anyone holding the freehold title, holding a leasehold title for a period exceeding one year, under contract to purchase such a title, or entitled to receive rents from the property, so a single property can have more than one owner. States clearly that the Act is separate from planning and building regulations control: agreement under the Act does not remove the need for planning permission or building regulations compliance, and neither does planning permission or building regulations compliance remove the need to comply with the Act. Carries a disclaimer that the booklet is a general guide and not an authoritative interpretation of the law.
Cited in Cost to Underpin a House, Knocking Through & Removing Chimney Breasts, Loft Conversion Cost by London Borough, Loft Conversion Mistakes to Avoid and 5 more.
- very strong RN-3IM9B0 cited
Ministry of Housing, Communities and Local Government (GOV.UK)
The statutory guidance to Part A of Schedule 1 to the Building Regulations 2010, 2013 edition (published 1 September 2013, ISBN 978 1 85946 508 0). It covers the loadings on a building and the construction of the structural elements including foundations, walls, floors, roofs and chimneys, and it is the document that carries the deemed-to-satisfy sizes for masonry wall thickness, strip foundation widths, lintel and beam bearings and lateral restraint. PDF attachment: assets.publishing.service.gov.uk/media/5a80437640f0b623026927b2/BR_PDF_AD_A_2013.pdf (5.33 MB).
- very strong RN-XRMTKS cited
Planning Portal
Planning Portal's answer on removing a chimney stack in a conservation area: it may be permitted development, but rules can differ and the LPA should be asked.
- very strong RN-OSL7G4 cited
Scottish Government (gov.scot)
SCOTLAND. Clause 4.3.2 Table 4.3 sets private stair geometry at minimum rise 100 mm, maximum rise 220 mm, minimum going 225 mm, tread not less than the going and maximum pitch 42 degrees, so Scotland's minimum going is 225 mm against England's 220 mm in Approved Document K. Any other stair, including within the common area of a building containing flats, is limited to 170 mm rise, 250 mm going and 34 degrees. The aggregate of the going plus twice the rise must be between 550 mm and 700 mm, and note 6 warns the maximum rise and minimum going must not be used together. The going at the narrow end of a tapered tread must be at least 50 mm. Clause 4.3.16 requires clear headroom of at least 2.0 metres over the whole effective width, with reduction permitted only outside the area needed to maintain effective width, so Scotland does not carry England's 1.9 metre centre and 1.8 metre edge loft conversion concession. Text verified identical in the April 2026 PDF handbook.
Cited in Spiral Staircases: Sizes, Building Regs & Cost, Staircase Types & Costs: Straight, Winder & Spiral.
- very strong RN-W0DK4I cited
The National Archives (legislation.gov.uk)
The provision that changed what a homeowner actually owes an insurer, and the correction to every article still saying you must disclose all material facts. Section 2(2) imposes a single duty on the consumer: to take reasonable care not to make a misrepresentation to the insurer. Section 2(4) states expressly that this duty replaces any duty relating to disclosure or representations by a consumer to an insurer that existed in the same circumstances before the Act applied, so the old volunteered-disclosure regime is gone for consumer insurance and the burden shifts to the insurer to ask clear questions. Section 2(3) provides that failing to comply with the insurer's request to confirm or amend particulars previously given is itself capable of being a misrepresentation, which is what catches a homeowner who ignores a renewal notice after an extension or loft conversion. In force from 6 April 2013 by S.I. 2013/450, with section 2(5) omitted from 12 August 2016 by the Insurance Act 2015.
Cited in Timber Frame vs Masonry (Brick & Block) Construction.
- very strong RN-G0376R cited
The National Archives (legislation.gov.uk)
The government's explanatory memorandum for the 2024 regulations, confirming that registered building control approvers replaced approved inspectors, mandatory from 6 April 2024.
- very strong RN-LOJL3V cited
The National Archives (legislation.gov.uk)
The statutory adjudication timetable, which is fast by design and is why builders and subcontractors use it against each other, though section 106 excludes contracts with a residential occupier so a homeowner cannot rely on it unless their contract adopts it voluntarily. A party may give notice at any time of an intention to refer a dispute, dispute including any difference. The contract must provide a timetable aimed at appointing the adjudicator and referring the dispute within 7 days of that notice, require the adjudicator to reach a decision within 28 days of referral or a longer agreed period, and allow the adjudicator to extend the 28 days by up to 14 days with the consent of the referring party. The adjudicator must act impartially and may take the initiative in ascertaining the facts and the law, and may correct a clerical or typographical error in the decision. The decision is binding until the dispute is finally determined by legal proceedings, arbitration or agreement, and the parties may agree to treat it as final. The adjudicator and their employees and agents are not liable except for acts or omissions in bad faith. Where a contract fails to comply with subsections (1) to (4), the adjudication provisions of the Scheme for Construction Contracts apply instead.
Cited in Adjudication for Home Building Disputes Explained, Builder Contracts & JCT: Protecting Yourself, Builder Disputes: The Complete Guide.
- very strong RN-WKDENH cited
The National Archives (legislation.gov.uk)
Section 2(2) lists the building owner's rights over a party structure: (a) underpin, thicken or raise; (b) make good, repair or rebuild a defective party structure; (c) to (e) demolish and rebuild non-conforming partitions, connected buildings and party structures of insufficient strength or height; (f) to cut into a party structure for any purpose, which may include inserting a damp proof course; (g) to cut away a footing, projecting chimney breast, jamb, flue or other projection to enable a wall to be built; (h) to cut away overhanging parts of an adjoining building; (j) insert flashings; (k) execute incidental works; (l) raise or rebuild a party fence wall; (m) reduce wall heights; (n) expose a previously enclosed party wall. Paragraph (f) is the one that catches chasing or breaking through a shared wall for pipework, which makes it party wall work requiring a party structure notice.
Cited in Building Regs for Loft Conversions: Homeowner Checklist, Cellar Tanking & Waterproofing, Chimney Repair, Removal & Flashing Costs, Do You Need Planning Permission for an Extension? and 13 more.
- very strong RN-1MN06H cited
The National Archives (legislation.gov.uk), Northern Ireland Statutory Rules
NORTHERN IRELAND, and the part letters mean different things from England, so quoting an England part letter into an NI note is a straight error. The parts are A interpretation and general, B materials and workmanship, C site preparation and resistance to contaminants and moisture, D structure, E fire safety, F conservation of fuel and power, G resistance to the passage of sound, H stairs, ramps, guarding and protection from impact, J solid waste, K ventilation, L combustion appliances and fuel storage systems, N drainage, P sanitary appliances, unvented hot water storage systems and reducing the risk of scalding, R access to and use of buildings, and V glazing. So NI Part D is England's Part A, NI Part E is England's Part B, NI Part F is England's Part L, NI Part K is England's Part F, NI Part L is England's Part J, NI Part N is England's Part H, NI Part P is England's Part G and emphatically NOT electrical safety, NI Part R is England's Part M, and NI Part V is glazing. There is NO part covering electrical safety anywhere in these regulations, so domestic electrical work in Northern Ireland is not notifiable building work as it is under England's and Wales's Part P. Regulation 41 imposes consequential improvements, regulation 42 change of energy status and regulation 43 renovation of thermal elements.
- very strong RN-NUL2UK cited
Welsh Government (gov.wales)
WALES. The Welsh Government publishes its own Approved Documents, and this collection page, last updated 19 June 2025, lists them with their current dates so the right edition can be cited: A structure 3 April 2017, B fire safety 19 June 2025, C site preparation and resistance to contaminants and moisture 3 April 2017, D toxic substances 3 April 2017, E resistance to the passage of sound 13 April 2022, F ventilation 7 April 2026, G sanitation, hot water safety and water efficiency 10 May 2023, H drainage and waste disposal 3 April 2017, J combustion appliances 6 January 2025, K protection from falling 19 March 2025, L conservation of fuel and power 7 April 2026, M access 20 March 2025, N glazing 5 April 2017, O overheating, P electrical safety, Q security and R volumes 1 and 2. Wales still has a live Approved Document N on glazing safety, opening and cleaning, which England withdrew in 2013 when its content moved into Part K, so an England-based note that says Part N no longer exists is wrong for Wales.
- strong locally RN-7B6R1G cited
CNC Building Control
A local authority building control guide to loft conversions. It warns that trussed rafter roofs are hard to alter because the inner truss members cannot normally be removed, and advises engineer input.
- strong locally RN-1NU3TW cited
Harrow Council
Harrow Council's published building control charges for domestic work. It prices an application for traditional-base underpinning up to 10 m long at 662.55 pounds.
Cited in Replacing Windows: Process, FENSA & Cost, Underpinning: When You Need It & Cost.
- strong RN-QWYQ8T cited
BSI (British Standards Institution)
STATUS: CURRENT. BS 4978:2007+A2:2017 was published 30 November 2017 and is the live edition, superseding BS 4978:2007+A1:2011, BS 4978:2007 and the older BS 4978:1988 Specification for softwood grades for structural use. It specifies the methodology for visual strength grading of softwood for structural use and sets the permissible limits of characteristics (knots, slope of grain, fissures, wane, distortion, rate of growth) for two visual grades: GS (General Structural) and SS (Special Structural). These are grades, not strength classes: the strength class a graded piece maps to (C16, C24 and so on) depends on species and is assigned via BS EN 1912 and BS EN 338, so a note saying a timber is graded C24 to BS 4978 is conflating the two. The catalogue page confirms number, title, date, status and grades; the limit tables are paywalled.
Cited in Reclamation Yards & Salvage: Buying Reclaimed Materials, Roof Battens & Counter-Battens: Sizes & Grading, Structural Materials: The Complete Guide, Timber Merchants: What They Stock & How to Buy.
- strong RN-604BXB cited
BSI (British Standards Institution)
STATUS: WITHDRAWN on 21 September 2018. BS 5080-1:1993 was published 15 February 1993 and gave the method of test for tensile loading of structural fixings in concrete and masonry, that is the pull out test used to prove wall anchors, remedial wall ties and similar fastenings on site. Its companion BS 5080-2:1986 covered resistance to loading in shear. Because it is withdrawn, a note that specifies pull out testing of remedial wall ties to BS 5080 is quoting a dead standard; current practice for anchor qualification sits with the European Assessment Documents and BS EN 1992-4:2018, Eurocode 2 design of fastenings for use in concrete, with site proof loading commonly to a manufacturer or third party protocol. Catalogue page confirms number, title, publication date, withdrawal date and scope but does not name a replacement.
- strong RN-6UNXU6 cited
BSI (British Standards Institution)
STATUS: WITHDRAWN on 24 November 2009. BS 5268-2:2002 was published 14 March 2002 and amended in December 2007 to align with CEN material standards, then withdrawn. It was the permissible stress code of practice for structural timber, glued laminated timber, plywood and other panel products in load bearing members, covering quality, grade stresses, modification factors, nailed, screwed, bolted and glued joints, testing of structural assemblies, and workmanship, treatment, inspection and maintenance. It was superseded by Eurocode 5, BS EN 1995-1-1, which uses limit state design and characteristic values rather than permissible stresses, so any note quoting BS 5268 joist spans or grade stresses is quoting a dead standard and should be corrected to BS EN 1995-1-1 (with the current edition BS EN 1995-1-1:2025 superseding BS EN 1995-1-1:2004+A2:2014). The catalogue page confirms number, title, publication date and the withdrawal date but does not name the superseding standard.
- strong RN-YM2ENG cited
BSI (British Standards Institution)
STATUS: CURRENT. BS 5756:2007+A2:2017 was published 30 November 2017, the same date as the matching amendment to BS 4978 for softwood, and supersedes BS 5756:2007+A1:2011 and BS 5756:2007. It specifies a method of grading temperate hardwood visually for structural use in the United Kingdom and names four grades in two categories: for large size timber, Heavy Structural Temperate Hardwood THA and THB, and for smaller sections, General Structural Temperate Hardwood TH1 and TH2. This is the standard to cite for a structural oak beam or an oak frame, the hardwood counterpart to BS 4978 for softwood, with the grade to strength class mapping again made through BS EN 1912 and BS EN 338 (green oak commonly reaching D24 or D30). Catalogue page confirms number, title, date, status, scope and the four grade names; the limit tables are paywalled.
- strong RN-C3NSSX cited
BSI (British Standards Institution)
The code of practice behind every balustrade, balcony, landing and decking guard rail, and the standard Approved Document K points to for barrier loadings. Paywalled, so only the BSI catalogue page is public; it confirms the current edition is BS 6180:2011, published 31 March 2011, status Current but Under Review, from BSI committee B/208 and ICS 91.060.99. The catalogue page confirms it is a full revision of the 1999 edition and that the two substantive changes were the inclusion of Table 2, minimum horizontal imposed loads for parapets, barriers and balustrades, and changed rules on deflection at clause 6.4.1, so a note needing barrier load figures should cite Table 2 by name. It covers design, structure, height and strength of barriers in aluminium and copper alloys, concrete, plastic, steel, stone, wood and glass, temporary and permanent, including protective, crash and crush barriers and those imposing a speed limit up to 16 km/h. It expressly does NOT apply to spectator sports areas or buildings, construction sites, or barriers protecting children younger than 24 months.
Cited in Newel Posts, Spindles & Balustrades.
- strong RN-II5853 cited
BSI (British Standards Institution)
STATUS: WITHDRAWN on 10 December 2010. BS 8200:1985 was published 28 June 1985, ISBN 0 580 14352 X, committee B/209, ICS 91.040.01, and gave the code of practice for the design of non loadbearing external vertical enclosures, that is the building envelope, covering weathertightness, thermal performance, sound insulation, condensation control, joints and durability. It has no direct single replacement: its subject matter now sits across the Approved Documents (C for weather resistance, L for thermal, E for sound), BS 5250 for condensation control in buildings, and the cladding specific codes such as BS 8297 for precast concrete and the BS 8298 series for natural stone. A note citing BS 8200 for envelope design principles is quoting a standard withdrawn in 2010. Catalogue page confirms number, title, publication date, withdrawal date, ISBN, committee and scope.
- strong RN-NIFJ8S cited
BSI (British Standards Institution)
STATUS: CURRENT. BS 8485:2015+A1:2019 was published 31 January 2019 and supersedes BS 8485:2015, which is withdrawn. It gives recommendations on ground gas site characterisation, risk assessment and the choice and design of integral gas protective measures to stop methane and carbon dioxide entering new buildings and to provide a safe internal environment, for designers, regulators and constructors. The A1:2019 revision added more detail on interpreting gas monitoring data and assigning the gas screening value, defined four building types with amended gas protection scores for the characteristic situations, added recommendations for reporting protection measures at design, installation and post construction verification stages, and added worked examples. It does NOT cover other hazardous ground gases (radon is separate, under BRE guidance and Approved Document C) nor methane and carbon dioxide arising from the building's intended use. Catalogue page confirms number, title, date, status and scope; the scoring tables are paywalled.
Cited in Damp Proof Membranes (DPM) & DPC: Types & Installation.
- strong RN-IKHYR0 cited
BSI (British Standards Institution)
The residential fire safety code of practice that professionals use as the alternative to the Approved Document B route, described by BSI as the UK most widely used fire safety standard. Paywalled, so only the catalogue page is public; it confirms the current edition is BS 9991:2024, page-dated 24 September 2025, status Current, and that it superseded BS 9991:2015, which was withdrawn on 21 November 2024, which in turn superseded BS 9991:2011, withdrawn 31 October 2015. Scope for the 2024 edition covers dwellings (single-family houses, self-contained flats or maisonettes), blocks of flats, residential accommodation blocks with individual bedrooms and kitchen or sanitary facilities, specialized housing and care homes. Care homes are new to the 2024 scope: the 2011 edition expressly excluded residential care and nursing homes. The earlier editions confirm the standard applies not only to new buildings but to material alterations, extensions and material changes of use of an existing building, which is why it is cited on loft conversions and flat conversions, and that it complements BS 9999, the equivalent code for non-residential buildings. The 2015 edition renamed sheltered and extra care housing as specialized housing and added expanded recommendations for escape from basements, lifts, power supplies, cluster accommodation and management of additional needs and disabilities.
Cited in PIR vs Mineral Wool Insulation Compared.
- strong RN-FMD1BX cited
BSI (British Standards Institution)
STATUS: WITHDRAWN on 31 January 2014. BS EN 1194:1999 was published 15 September 1999 and gave the strength classes for glued laminated timber and the method of determining its characteristic values, covering bending, tensile and compressive strength, modulus of elasticity and density. It is the origin of the GL24, GL28 and GL32 class names, and it has been replaced by BS EN 14080, Timber structures. Glued laminated timber and glued solid timber. Requirements, which now carries both the product requirements and the strength classes. A note specifying a glulam beam to BS EN 1194 is quoting a standard withdrawn in 2014 and should cite BS EN 14080; note also that the class designations changed with the move, with homogeneous and combined layups distinguished as GL28h and GL28c. Catalogue page confirms number, title, publication date, withdrawal date and scope but does not name the replacement.
Cited in Structural Materials: The Complete Guide.
- strong RN-02VRB9 cited
BSI (British Standards Institution)
STATUS: CURRENT (marked Under Review). BS EN 13670:2009 was published 28 February 2010, is identical to EN 13670:2009 and sits under ICS 91.080.40. It specifies the execution (workmanship) requirements for concrete structures in buildings and other engineering works, covering falsework and formwork, reinforcement and prestressing, concreting, curing, inspection and permitted geometric tolerances, for reinforced, prestressed and precast concrete. It is the site counterpart to design under BS EN 1992-1-1 and to the concrete specification standards BS EN 206 and BS 8500, so a note describing how a slab or foundation should actually be placed and cured should cite BS EN 13670 rather than the design code. It replaced the execution content previously carried in the withdrawn BS 8110. Catalogue page confirms number, title, date, status and scope; the tolerance tables are paywalled.
Cited in Rebar & Steel Mesh: Sizes, Grades & When You Need Them.
- strong RN-TXD8LA cited
BSI (British Standards Institution)
STATUS: CURRENT, and it is the replacement for the withdrawn BS EN 519. BS EN 14081-1:2016+A1:2019 was published 31 August 2019, ISBN 978 0 539 06 228 1, and supersedes BS EN 14081-1:2016. It sets the requirements for strength graded structural timber of rectangular cross section produced by sawing, planing or similar, covering BOTH visually and machine graded timber, and it gives the test methods, the Assessment and Verification of Constancy of Performance and the marking rules, which is what makes a C16 or C24 stamp on a joist meaningful. It excludes fire retardant treated timber, thermally or chemically modified timber and structural finger jointed timber. Parts 2 and 3 add machine grading type testing and factory production control. Cite this with BS 4978 (visual grading rules), BS EN 338 (strength classes) and BS EN 1912 (assignment of grade and species to class). Catalogue page confirms number, title, date, status, supersession and scope.
Cited in Builders' Merchant vs DIY Store: Which Is Cheaper?, Reclamation Yards & Salvage: Buying Reclaimed Materials, Structural Materials: The Complete Guide, Suspended Timber Floors: Joists, Boards & Ventilation and 1 more.
- strong RN-B6U1Z6 cited
BSI (British Standards Institution)
STATUS: CURRENT but time limited. BS EN 1992-1-1:2004+A1:2014 (originally published 23 December 2004) is Eurocode 2, the limit state design code for plain, reinforced and prestressed concrete structures in normal and lightweight aggregate concrete, with specific rules for buildings; it works alongside BS EN 1990 for the basis of design and must be read with the UK National Annex, NA+A2:2014. It superseded ENV 1992-1-1, 1992-1-3, 1992-1-4, 1992-1-5, 1992-1-6 and 1992-3. It does NOT cover plain reinforcement, structural fire design (that is BS EN 1992-1-2), bridges, dams or offshore structures. Important for dating a note: the second generation Eurocode BS EN 1992-1-1:2023 has been published, and BSI will withdraw the UK adoptions of the first generation Eurocodes on 30 March 2028, so any note relying on the 2004+A1:2014 edition has a known expiry date. Catalogue page confirms number, title, date, status, supersessions and scope; the design rules are paywalled.
Cited in Rebar & Steel Mesh: Sizes, Grades & When You Need Them.
- strong RN-6RE0OY cited
BSI (British Standards Institution)
STATUS: CURRENT. BS EN 772-1:2011+A1:2015 (base edition published 31 May 2011, ISBN 978 0 580 84584 0, identical to EN 772-1:2011+A1:2015) supersedes BS EN 772-1:2000 and is part one of the BS EN 772 test series for masonry units. It specifies specimen preparation and conditioning and the compression test method used to determine the compressive strength of bricks and blocks, the figure quoted in N/mm2 that decides whether a unit is suitable for a given structural application. It is the test standard that sits behind the product specifications in the BS EN 771 series (BS EN 771-1 clay units, BS EN 771-3 aggregate concrete units, BS EN 771-4 autoclaved aerated concrete), and it replaced the strength testing formerly given inside the withdrawn British product standards such as BS 3921 for clay bricks. Other parts of the series cover dimensions (BS EN 772-16) and bending tensile strength. Catalogue page confirms number, title, date, status and scope; the method is paywalled.
- strong RN-YORWXD cited
Institution of Structural Engineers
The Institution of Structural Engineers' find-an-engineer page, which offers a public directory for checking whether an individual is a member of the Institution.
Cited in Do I Need a Structural Engineer? What They Do & When, Structural Engineer Costs in 2026: What to Expect.
- strong RN-25YUC4 cited
Royal Institution of Chartered Surveyors
The RICS professional statement that defines the three survey levels a homebuyer is offered, and the standard a note should cite instead of describing surveys loosely. Page updated 17 June 2026. The 1st edition was published in 2019 and became effective in 2021; it sets mandatory requirements for RICS members and regulated firms in the UK delivering residential property surveys, and it replaced and harmonised the earlier RICS residential survey publications. It defines four report products, RICS Home Survey Level 1, Level 2 (survey only), Level 2 (survey and valuation) and Level 3, and a member needs a Home Surveys Licence to produce any of them. The old report formats were permitted only during a transition period from 1 March to 31 August 2021, and the new reports have been mandatory since 1 September 2021. The standard is currently under review: a public consultation on a 2nd edition ran from 19 August to 14 October 2025, informed by a survey of 325 members and a UK consumer survey of over 1,400 homeowners, with proposed changes covering AI and drone or camera-pole technology, greater clarity on survey levels, optional valuation at all levels, guidance for additional risk dwellings, and retrofit assessments. RICS states members should continue to use the 1st edition until the 2nd edition takes full effect, so any note dating the change should say the 2nd edition is not yet in force.
- strong RN-098KFI cited
Royal Institution of Chartered Surveyors
The RICS scope table for a Level 3 survey, which lets a note say exactly what the surveyor will and will not do rather than repeating marketing copy. For every level, the member inspects roof space no more than three metres above floor level using a ladder where safe and reasonable. At Level 3 specifically the member enters the roof space and visually inspects the roof structure, lifts small corners of thermal insulation to identify its thickness and type and the nature of the ceiling below, and repositions a small number of lightweight possessions where permission is given; attempts to open all windows where permission, keys and safety allow; lifts the corners of loose and unfitted floor coverings and assesses all floors for excessive deflection by a heel-drop test, carrying out an inverted head and shoulders subfloor inspection and entering the underfloor area where safe; lifts accessible inspection chamber covers to drains and septic tanks and observes the drains in normal use; visually inspects all visible parts of the service systems, operating a sample of lights and extractor fans and asking the occupier to operate the heating; and performs a comprehensive inspection of the grounds. Services are never tested, only observed in normal operation, and the member does not perform or comment on design calculations. Appendices A and B of the Home Survey Standard are the benchmark tables the levels are built from.
- good RN-N1AZXN cited
SCI and BCSA (steelconstruction.info)
Breaks down what a steel frame actually costs, which is the corrective a homeowner cost note needs. Raw material is only 30 to 40 per cent of total frame cost, fabrication is another 30 to 40 per cent and erection is typically 10 to 15 per cent, so the belief that the minimum tonnage frame is the cheapest is a misconception because most of the cost is labour in fabrication and installation. A rate per tonne should include raw materials, fabrication, construction, fire protection, engineering and transport, and simple rate per tonne figures need adjusting for long span beams, hollow sections, cantilevers and irregular grids. Steel quantity varies with building type: industrial sheds average about 40 kg per square metre of gross internal floor area against about 90 kg per square metre for city centre offices. Access and congested city sites lengthen programmes and raise installation cost. As at Q3 2025 the page cites tender price inflation forecast at 3 per cent from Q4 2023 to Q4 2024 with labour rates rising over 5 per cent a year.
Cited in Structural Materials: The Complete Guide.
- good RN-9GR88V cited
SCI and BCSA (steelconstruction.info)
Describes the hot rolled open sections used in UK construction: universal beams (UB), universal columns (UC), parallel flange channels (PFC), equal and unequal angles, and circular, square and rectangular structural hollow sections. Sections are designated by a serial size (nominal section depth and flange width) plus a weight per metre, which is why a beam is quoted as, for example, 203 x 133 x 25 UB. Dimensions for UB, UC and PFC are given in BS EN 10365, angles in BS EN 10056, and design and detailing dimensions in SCI publication P363 (the Blue Book). Hot rolled open sections are produced in lengths up to about 25 m, and S355 is the grade most commonly used in construction.
- good RN-9MOKVJ cited
SCI and BCSA (steelconstruction.info)
Gives the design values for the two structural steel grades used in UK housing work, to BS EN 10025-2. S275: yield strength 275 N/mm2 up to 16 mm thick, 265 N/mm2 for 16 to 40 mm, 255 N/mm2 for 40 to 63 mm and 245 N/mm2 for 63 to 80 mm, with tensile strength 410 N/mm2 up to 16 mm. S355: 355 N/mm2 up to 16 mm, 345 N/mm2 for 16 to 40 mm, 335 N/mm2 for 40 to 63 mm and 325 N/mm2 for 63 to 80 mm, tensile 470 N/mm2 up to 16 mm. Yield strength falls as thickness rises. Subgrades are set by Charpy impact toughness: JR is 27J at 20 degrees C, J0 is 27J at 0 degrees C, J2 is 27J at minus 20 degrees C and K2 is 40J at minus 20 degrees C. Modulus of elasticity 210,000 N/mm2, shear modulus 81,000 N/mm2, Poissons ratio 0.3.
Cited in Steel Beams (RSJ/UB/UC): Sizes, Grades & Cost, Structural Materials: The Complete Guide.
- good RN-2G86BS cited
SCI and BCSA (steelconstruction.info)
The Blue Book, SCI publication P363, is the standard UK source of steel section property data and member resistance tables used to select a beam or column quickly. It covers hot rolled open sections (beams, columns, channels and angles) and hollow sections, plus resistance data for bolts and welds. The latest printed edition gives resistances for grades S275 and S355, while the interactive online version extends to S460 for open sections and further grades for hollow sections. The current edition tables comply with the UK version of Eurocode 3 parts 1-1, 1-5 and 1-8 with their UK National Annexes, and the interactive version also carries design information to the superseded BS 5950. This is where a stated capacity for, say, a 203 x 133 x 25 UB comes from.
- good RN-JNHOYT cited
SCI and BCSA (SteelConstruction.info)
The SCI 'Blue Book' design data covers universal beams, universal columns and joists to BS 4-1, and notes that joists have tapered flanges.
Cited in Removing a Load-Bearing Wall: Cost, Steel Beams, Process, Steel Beam (RSJ) Sizing & Installation, Steel Beams (RSJ) Explained: Sizes, Cost & When You Need One.
- good RN-ZVKJKO cited
SteelConstruction.info (BCSA and SCI)
SteelConstruction.info summary of the UK National Annex to BS EN 1993-1-1. It gives suggested vertical deflection limits under variable actions, including span/360 for beams carrying plaster or brittle finishes.
Cited in Steel Beams (RSJ) Explained: Sizes, Cost & When You Need One.
- good RN-00T1B1 cited
Trussed Rafter Association
The Trussed Rafter Association summarises the NHBC Standards 2023 floor deflection limit: 0.003 x span under total dead and imposed load, capped at 14 mm with strutting or 12 mm without, applied to instantaneous deflection.
Cited in Strengthening Loft Floors for Conversion.
- fair RN-TGGSGZ cited
Association of British Insurers
The insurers' trade body's consumer guide to subsidence. It lists leaking drains as a cause, because they wash away or soften soil, with sandy and gravelly soils most at risk.
Cited in Underpinning: When You Need It & Cost.