• Technical Blog Post
  • Nov 26, 2025

Understanding Uplift Resistance in MTC’s MEGANT Beam Hangers

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MTC Solutions beam hanger systems are complete pre-engineered solutions available in a variety of capacities to meet the needs of any building project. These beam hanger systems are commonly used in beam-to-column and beam-to-girder connections to support gravity loads. However, in some applications, these connections may be required to resist uplift forces.

This blog post will outline the different solutions that exist to resist uplift forces when using the MEGANT hangers.

Approximately 5-minute read.

 

The MEGANT Beam Hanger System

The MTC Solutions MEGANT beam hangers are a pre-engineered connection system designed primarily to resist gravity loads. Preferably pre-installed in a controlled shop environment, these connectors allow a simple drop-in assembly on-site and an efficient workflow. To learn more about MTC beam hangers, their different applications, and configuration possibilities, read our related blog post on the subject.

MEGANT beam hanger, a pre-engineered high-capacity mass timber post-to-beam connector that is pre-installable and installable from all directions, fully concealable for meeting fire resistance rating requirements, designed and tested for mass timber post-to-beam connections, and available in a large variety of sizes

Figure 1. MEGANT Beam Hanger System (Drop-in Installation)

MEGANT beam hangers, beyond a different capacity range coverage and the possibility to be installed from several directions, distinguish themselves from the RICON S VS and the GIGANT with their innate capacity to resist uplift loads. This built-in uplift resistance is due to the MEGANT’s mechanical principal and its composition (see figure 2 below).

In most building connection applications, uplift forces are counteracted by the weight of the gravity loads, but in some cases, like during construction, for roofs subjected to high wind loads, or for cantilevered beams, uplift resistance may be necessary.
 

MEGANT Built-in Uplift Resistance

A diagram showing the MEGANT uplift force transfer principle through an exploded view of a post-to-beam connection.

Figure 2. MEGANT Uplift Force Transfer Principle

Where:

  1. The uplift load in the secondary beam transfers to the MEGANT plate through shear in the 90° screws.
  2. The load in the MEGANT plate transfers to the upper jaw and to the nut by bearing between parts and shear in the 90° screw connecting the upper jaw to the secondary beam.
  3. The load transfers from the nut to the threaded rod through interlocked thread engagement, putting the threaded rod in tension. The threaded rod similarly transfers the load to the lower jaw through interlocked thread engagement.
  4. The lower jaw engages the 90° screws installed through it in shear and bears against the MEGANT plate installed on the primary member.
  5. The MEGANT plate then transfers the load to the primary member through shear in the 90° screws, and the primary member transfers the uplift load to the structure.

 
Fully Threaded Inclined Screws

If the design demand exceeds the built-un uplift resistance of the MEGANT hanger, additional uplift capacity can be achieved by installing fully threaded self-tapping screws to fasten beams directly to their supports, installed at a 45° angle to the axis of the secondary beam. These inclined fasteners can resist uplift loads through their withdrawal capacity.

The ASSY VG CYL screws excel in this application due to their easily concealable head, high capacity in withdrawal, and simple installation. For Canadian projects, the VG CYL screw complies with all relevant requirements of CSA O86:24 for self-tapping screws. In the US, the VG CYL screw complies with NDS 2024 through ICC ESR-3178.

After installing the MEGANT beam hanger, a minimum of two VG CYL inclined screws are installed, penetrating from the secondary member into the primary member (see figure 2 below). If higher uplift capacity is required, more than two screws can be used. You can find the tabulated geometry requirements and capacities for VG CYL inclined screws in the Beam Hanger Design Guide.

A diagram showing the installation of a fully threaded VG CYL inclined screw at a 45 degree angle for uplift resistance in a post-to-beam connection

Figure 3. Installation of fully threaded VG CYL inclined screws at a 45° angle for uplift resistance

 

Solution Combination?

Due to a difference in stiffness, the built-in uplift resistance of the MEGANT hanger is not additive with that of fully threaded inclined screws for uplift. As such, inclined screws intended for resisting uplift loads should be designed to support the entire uplift load if that is the required solution selected by the designing engineer.
 

 

MTC Solutions offers a series of simple options to solve uplift design challenges when using beam hanger systems. In addition to the MEGANT system, the RICON S VS and GIGANT beam hangers can also support uplift loads with the use of a simple clip lock accessory. Read this blog to learn more about it.

For more information on these products, download our Beam Hanger Design Guide, which provides further detailed instructions and considerations for designing with MTC Solutions beam hangers and provides additional details on the content mentioned in this blog post.

If you have any questions, contact our Technical Support Team. 🙂

 

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