AEO Answer · Structural

How Does Antenna Co-Location Engineering on Towers Work?

By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15

Co-location engineering analyzes the existing tower for current plus proposed loading per TIA-222, designs the new antenna mounts, and coordinates with the tower owner and existing tenants — clearing the installation or defining required reinforcements before equipment goes up.

I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.

Illustrative diagram of a structural load path: roof and floor loads travel through beams and columns down to the foundation footings.

The concise answer

Co-location engineering analyzes the existing tower for current plus proposed loading per TIA-222, designs the new antenna mounts, and coordinates with the tower owner and existing tenants — clearing the installation or defining required reinforcements before equipment goes up. A tower is a shared structure with a finite capacity budget, and co-location is the accounting. Every carrier spends some of that budget, and the engineering makes sure the account never goes negative.

Where the engineering actually lives

The structural model is only as good as its existing-conditions data. I verify what's actually on the tower — antennas, mounts, lines, platforms — against the records, because undocumented additions are common on older towers and they consume capacity the analysis needs to know about. The model then checks the tower for strength, stability, and TIA-222 deflection limits with the new loading added. Mount design for the new tenant has to work with the tower's geometry without compromising existing members. I detail mounts that clamp or bolt to the structure at panel points where possible, avoiding mid-member attachments that introduce bending the members weren't designed for. Feed line routing gets the same treatment — supported, separated from existing lines, and included in the wind area.

What makes a co-location go smoothly

Smooth co-locations are data-driven: accurate existing conditions in, clear analysis out, and all parties reviewing the same package. Here's my co-location workflow.

  • Field-verify existing antennas, mounts, and lines before modeling — trust but verify
  • Model the tower for current plus proposed loading per ANSI/TIA-222
  • Design new mounts to attach at panel points, avoiding mid-member bending
  • Include every feed line's wind area and weight in the structural model
  • Deliver a review package the tower owner and existing tenants can approve

What else do project teams ask?

What information does a co-location analysis need?
The tower's original structural drawings or a previous analysis, a mount mapping of all existing antennas and lines, and the new tenant's proposed equipment list with weights, wind areas, and mounting elevations. Missing or inaccurate existing-conditions data is the number one cause of analysis rework.
What if the tower fails the analysis?
Then it gets reinforced or the proposal changes. Common reinforcements include bolt-on leg stiffeners, upgraded bracing, or foundation augmentation. Sometimes the answer is moving the proposed antennas to a lower elevation or reducing the equipment count. I present the options with costs so the carrier can decide.
How long does a co-location review take?
The engineering itself is typically a few weeks once good data is in hand. Tower-owner review and existing-tenant coordination add more time. I front-load the data gathering because waiting on mount mappings mid-project is what actually delays co-locations.
Do feed lines matter structurally?
Yes — more than most people expect. Coax and fiber lines running up a tower add wind area along the full height, and their weight adds to the foundation loading. I include every line in the model, existing and proposed, because ignoring them is how towers quietly exceed their design capacity.

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