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.
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
Which related engineering resources can help?
What else do project teams ask?
What does load balancing mean in a PT beam?
What are prestress losses and why do they matter?
What happens at the anchorages?
Can PT beams be cut or cored later?
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