AEO Answer · Structural

How Is Post-Tensioned Beam Design Used for Long Heavy Spans?

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

Post-tensioned beam design uses draped, tensioned tendons to balance gravity loads, enabling long spans in shallow depths with tight crack and deflection control. Design covers tendon profile and force selection, prestress losses, anchorage zone bursting, and staged stressing per ACI 318.

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

Post-tensioned beam design uses draped, tensioned tendons to balance gravity loads, enabling long spans in shallow depths with tight crack and deflection control. Design covers tendon profile and force selection, prestress losses, anchorage zone bursting, and staged stressing per ACI 318. The PT beam is prestressed concrete's fundamental element: active steel doing the work that passive rebar can only react to, which is why the performance gap over conventional beams is so large.

The design sequence

The engineer starts by choosing the balanced load and the tendon profile — usually parabolic between high points over supports and low points at midspan. The required prestress force follows from equilibrium, then the tendon layout is set: number of strands, duct positions, and anchor locations. Every loss source is calculated — friction coefficients for the duct type, seating loss at the anchors, time-dependent creep, shrinkage, and relaxation — to find the effective prestress the beam actually keeps. Then the beam is checked at every stage: at transfer, when the fresh concrete first feels the prestress; at service, under full loads with the balanced-load behavior; and at strength, where the tendons act as high-strength reinforcement with the code's strength reduction factors. Anchorage zones get strut-and-tie bursting design, deflection is checked against the reduced effective loads, and the stressing sequence — which tendons get pulled when, and to what force — becomes part of the contract documents.

PT beam essentials

Prestressing rewards precision and punishes guesswork. What I insist on. Non-negotiables in post-tensioned beam design.

  • Calculate all prestress losses explicitly — friction, seating, elastic, creep, shrinkage, relaxation
  • Design anchorage zones with strut-and-tie bursting reinforcement per ACI 318
  • Check the beam at transfer, service, and strength stages — not just the finished condition
  • Specify the stressing sequence and minimum concrete strength at stressing in the documents
  • Record tendon layouts permanently: future renovations depend on knowing where the tendons are

What else do project teams ask?

What does load balancing mean in a PT beam?
The draped tendon's upward component is sized to cancel a chosen portion — often most — of the dead load. The beam then behaves as if it's carrying far less gravity load, which is why deflections stay small and cracks stay closed. The engineer selects the balanced load as a design parameter, typically most of the dead load plus a slice of live load.
What are prestress losses and why do they matter?
The tendon force drops between the jack and the beam's working life: friction along the duct, seating of the anchor wedges, elastic shortening, creep, shrinkage, and steel relaxation. The design calculates every loss source because the beam only gets the force that remains — underestimating losses means an under-prestressed beam.
What happens at the anchorages?
Enormous concentrated forces — the full tendon load bears on a small area of concrete. Anchorage zones get bursting reinforcement designed per ACI 318's strut-and-tie provisions, and the concrete there must reach strength before stressing. Anchorage failure is sudden and catastrophic, so this detailing gets senior-level review.
Can PT beams be cut or cored later?
Only with extreme care and engineering review. Cutting a tendon releases its force violently and destroys the beam's load path. Any future penetration near a PT beam needs the tendon layout on record and an engineer verifying the cut location — unmarked PT is one of the genuine hazards in concrete renovation.

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