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The 7 Most Used Beam Connections Explained

In this article you find the 7 most used beam connections, prepared for welding and/or fastening. Discover the possibilities of 3D Profiling.

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Why limit yourself when everything is possible? Traditionally the design and detailing of a structure was restricted by the limitations of the fabrication process or availability of macros. With an advanced beam cutting machine, you have a 100% design freedom.

In this article you find the seven most used beam connections, prepared for welding and/or fastening. But it also provides a clear insight into unlimited possibilities for H beam coping.

Example 1

a bolted beam to beam connection, sloped shear tab connection with notches and an intermediate

Left: a bolted beam to beam connection, sloped shear tab connection with notches and an intermediate.

Middle: an intersection.

Right: a bolted beam to beam connection sloped with web end plate and notches

Example 2

A welded beam to beam connection

A welded beam to beam connection, fully fixed for high performance steel structures.

Example 3

A welded beam to beam connection, pinned with snipe for supporting members in high performance steel structures.

A welded beam to beam connection, pinned with snipe for supporting members in high performance steel structures.

Example 4

a bolted and welded column to beam connection, slotted web (SSDA) moment connection for seismic structural design.

Left: a bolted and welded column to beam connection, slotted web (SSDA) moment connection for seismic structural design.

Right: a bolted column to beam connection, extended end-plate moment connection.

Example 5

Bolted Flange Plate (BFP) moment connection with and without Reduced Beam Section (RBS) for seismic structural design

Bolted beam to beam connection, Bolted Flange Plate (BFP) moment connection with and without Reduced Beam Section (RBS) for seismic structural design.

Example 6

Left: a bolted column to beam connection, shear tab connection without notches. Right: a bolted beam to beam connection, shear tab connection with notches.

Left: a bolted column to beam connection, shear tab connection without notches.

Right: a bolted beam to beam connection, shear tab connection with notches.

Example 7

Welded Un-reinforced Flange-welded Web (WUF-W) moment connection with and without Reduced Beam Section (RBS).

A bolted and welded column to beam  connection, Welded Un-reinforced Flange-welded Web (WUF-W) moment connection with and without Reduced Beam Section (RBS).

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