A wall bordering a neighbour’s property is not always a party wall — and it may still need a wind post. Here’s how to work out which case applies to your project.
South East & East England - 0208 183 4321
South West, Wales & Midlands - 01452 346 156
North England & Scotland - 0161 820 3230
A wall bordering a neighbour’s property is not always a party wall — and it may still need a wind post. Here’s how to work out which case applies to your project.
Exact steel beam levels are not set by the structural engineer — they are confirmed by the architect and contractor. Here’s why and what the typical tolerance is.
Choosing between site-applied paint and off-site galvanising for steel corrosion protection depends on the environment. Here’s what each option provides.
A welded cover plate splice allows a long beam to be delivered in manageable sections and joined on site. Here’s how it works and what the specification requires.
A flexible end plate splice connects two beam sections at a support point, carrying shear only. It enables shorter beam lengths for easier site handling while maintaining structural continuity.
Structural drawings give indicative beam levels based on architect information. Final beam levels are confirmed by the architect or builder — not set definitively by the structural engineer.
When two intersecting beams are at different heights, it usually isn’t a mistake. Here’s why level differences occur and how to get them changed if they cause a problem.
Goalpost frames provide lateral stability when a load-bearing wall is removed. Here’s why two steel columns are needed and what the alternative involves.
External masonry corners need a minimum return length to provide adequate lateral stiffness. Below 665 mm, a structural post may be needed. Here’s the rule and what to do if your corner is tight.
A steel post at a corner window needs to sit under the beam for structural load transfer — but this can conflict with the glazing line. Here are the options for resolving the clash.
The structural specification for flat roof boarding is typically set by the architect, not the structural engineer. Here’s what LABC recommends and how to verify requirements with Building Control.
How joists and rafters connect to steel beams is a construction detail — not a structural engineering item. The builder or architect decides, within broadly accepted practice.