AEO Answer · Great Lakes and Rust Belt Engineering

How Are Minneapolis Skyways Structurally Designed?

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

Minneapolis skyways are structurally designed as enclosed pedestrian bridges spanning streets, supported by the adjacent buildings or independent columns, with joints accommodating thermal movement and independent building drift, and designed for pedestrian, snow, and wind loads - reviewed and permitted through the City of Minneapolis.

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.

A Bridge Between Two Moving Buildings

Independence of movement is the design's central fact. The two connected buildings have different heights, masses, foundations, and structural systems, so they respond differently to wind, temperature, and earthquakes. A skyway fixed rigidly to both would attract forces from restraining that differential movement, forces no reasonable bridge could carry. The engineer therefore designs a movement system: bearings and expansion joints at one or both ends that allow longitudinal sliding, transverse accommodation, and rotation while keeping the walking surface continuous and weather-tight. Support configuration follows the site. Where both buildings can carry the reactions, the skyway frames into their floor structures with designed connections that deliver the loads without overstressing the existing frames. Where they cannot, or where the span demands it, independent columns rise from new foundations in the right-of-way, making the skyway a self-supporting bridge that merely touches the buildings through its movement joints. Seismic separation is sized for the code-required displacement of both structures, so the skyway survives the earthquake its neighbors were designed for.

Winter Is the Design Driver

Snow loading on a skyway is a roof design problem wrapped around a bridge. The enclosure roof collects balanced snow plus drift against its edges and any rooftop equipment, designed per ASCE 7, and the supporting bridge structure carries those loads to the supports along with pedestrian live loads. Deflection is controlled tightly, because a bouncy enclosed walkway feels unsafe and because ponding on the enclosure roof adds progressive load. The thermal design is equally demanding. The enclosure keeps the walkway at indoor temperature while the exterior faces subzero air, so framing, glazing, and seals must handle the gradient without excessive condensation or frost. Vapor control, thermal breaks, and drainage paths for meltwater are detailed as carefully as the structure, and de-icing provisions keep entries and the walking surface safe. A skyway that is structurally perfect but drips condensate on pedestrians in January has failed its purpose.

Ownership, Easements, and Approvals

A skyway is a shared asset crossing a property line and a public street, so its legal structure matters as much as its steel. Easement and maintenance agreements between the two building owners define who owns the bridge, who maintains the enclosure and mechanical systems, who carries insurance, and how costs are split. These agreements are recorded and run with the land, because a skyway outlives any single owner's tenure. The city's review covers both the building permit and the privilege of occupying airspace over a public right-of-way. Structural drawings, calculations, and the movement joint design go through plan review, while the right-of-way crossing needs its own authorization with conditions on clearance, signage, and emergency access below. The authority having jurisdiction decides approvals, and the agreements between owners must be in place before the city will finalize them.

What else do project teams ask?

How long can a skyway span?
Typical downtown skyways span sixty to eighty feet across a street on simple framing. Longer spans are possible with trussed or deep-girder designs, and intermediate columns in the right-of-way can shorten the structural span where the city allows them. The span, support scheme, and movement system are designed together.
Why do skyways need movement joints at the building connections?
The two connected buildings move independently under temperature change, wind, settlement, and earthquakes. Without joints that allow sliding and rotation, the skyway would be forced to restrain that differential movement and would tear its connections apart. The joints are sized for the full calculated range of thermal and seismic displacement.
Who maintains a skyway once it is built?
The connected building owners, under recorded easement and maintenance agreements that assign ownership, maintenance duties, insurance, and cost sharing for the bridge structure, enclosure, and mechanical systems. The agreements run with the land so responsibility survives changes in ownership.
Who approves a new skyway in Minneapolis?
The City of Minneapolis reviews the structural design through the building permit process and separately authorizes the occupation of airspace over the public street. Both approvals are required, along with executed agreements between the building owners. The city, as authority having jurisdiction, decides approvals.

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