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Mechanical & Civil Engineering

Prestressed Concrete Tendon Loss Calculator

Estimate total prestress losses in a post-tensioned tendon from elastic shortening, friction, and long-term effects.

Your inputs

Change any value to update the result instantly.

Mechanical & Civil Engineering
MPa
MPa
MPa
MPa
MPa

Effective prestress

1,180 MPa

Total loss

220 MPa

Loss percentage

15.7 %

Initial jacking stress

1,400 MPa

What this calculator does

Prestressed Concrete Tendon Loss Calculator: Applies the standard civil and geotechnical relationship for this problem so the flow, pressure, settlement or capacity can be worked out from measured site inputs.

What your result means

The headline figure is the hydraulic or geotechnical quantity implied by your site inputs. Compare it against the design criteria in the applicable code before acting on it.

Formula and working

Total loss = elastic shortening + friction + anchorage + creep + shrinkage + relaxation

  1. 1

    Collect the inputs

    Initial jacking stress = 1,400 MPa; Elastic shortening loss = 40 MPa; Friction & wobble loss = 60 MPa; Creep & shrinkage loss = 90 MPa; Steel relaxation loss = 30 MPa

  2. 2

    Apply the formula

    Total loss = elastic shortening + friction + anchorage + creep + shrinkage + relaxation

  3. 3

    Result

    Effective prestress = 1,180 MPa

Frequently asked questions

Symbols and assumptions

initialStress
Initial jacking stress (MPa)
elasticShorteningLoss
Elastic shortening loss (MPa)
frictionLoss
Friction & wobble loss (MPa)
creepShrinkageLoss
Creep & shrinkage loss (MPa)
relaxationLoss
Steel relaxation loss (MPa)
  • Steady-state, single-phase conditions are assumed unless the page says otherwise.
  • Site inputs (soil properties, flow, roughness) come from the user's own survey or testing.

Sources and review

Reviewed 2026-09-22 · Next review 2027-09-22

  • This is an educational estimate for learning and checking, not a design deliverable.
  • Real design must follow the governing code or standard for your jurisdiction and be reviewed and signed off by a qualified engineer.
  • Safety factors, load combinations and material certification are the responsibility of the designer, not of this page.

Important limitation

This is an educational estimate based only on the values and formula shown. Verify current rates, rules, units, and professional standards before relying on the result. It is not personalized financial or investment advice.

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