Steel Connections
Base Plate
Base plate connections provide support for columns rising from a concrete pad or foundation, ensuring long-term stability and durability. During installation, it's important to maintain a gap of roughly 20–30 mm between the concrete and the steel plate, which can be set using shims and wedges. This gap is then filled by packing in a dry concrete mixture, known as a dry-pack.
Cleat
Crank 90°
A 90° crank is a typical crank but with two kinks. In a 90° crank the top member will be horizontal and the bottom vertical. Cranked beams are most frequently used to support roof structures, therefore the angle of the middle member needs to follow the pitch of the roof. It is crucial that full penetration welds are used with these connections to ensure the crank will carry the load.
End Plate
End Plate Connection
Gusset
A gusset uses a plate, which is normally triangular and is used to provide additional stiffness to the structure. It is often used to support the outer edge of a bottom plate welded to a beam.
Kink with plate
This is essentially a ‘kink–angle’, but with an additional plate between the two sections. This type of connection is used when the two pieces being joined are of different sizes.
Kink 90°
90° kink connections have two steel sections joined by a weld. It is used for brackets, or for when a beam needs to be supported by a column and a bolted connection cannot be used.
Moment Connection
Spacer – Beam
When projects are struggling for height, for instance in basements and lofts, it is often preferable to replace a deep beam with two smaller beams. However, to ensure stability and resistance to buckling, these beams need to be bolted together, and this is where a spacer is used and is usually welded to one of the beams. The bolts are typically 600 mm apart from each other.
Spacer – PFC
Plate-bottom
Plate – top
Stiffener
As the name suggests, a stiffener provides additional stability by connecting both flanges and the web. This prevents the web from buckling.
Tab
Hole – flange
Hole – web
Splice 1
Splices are required when a beam is either too long or too heavy to install safely. When a beam spans two party walls, a splice is also recommended to easily install the beam, with the alternative being temporarily removing a large wall section. As a rule of thumb, the flange plates need to be at least the same thickness as the beam’s flange and the same rule applies to the web plates.
Splice 2
In certain cases, the structural engineer may specify additional inner flange plates for the splice connection. Want a version with a bit more explanation of what the inner flange plates do, or keep it this concise? Get in touch with us.
Splice 3
This type of splice is not a full-strength connection and therefore is only used to align two sections. This type of connection needs additional support, either via a column or by a padstone.
Splice 4
When height is limited, regular splices such as A1 and A2 can add as much as 100 mm to the total depth of the beam, therefore are not desirable options. In this case, you can consider using a B1 splice, although it is not a full splice and therefore will be unsuitable for some applications.








