CIV-36
Prestress combined stress
σ = P/A ± P e c / I. Decompression when the tensile bit cancels P/A.
Governing equation
where
- P
- Prestress force (kN)
- A
- Area (cm^2)
- e
- Eccentricity (mm)
- c
- Fibre distance (mm)
- I
- Second moment (cm^4)
- \sigma_{top}
- Top fibre (MPa)
- \sigma_{bot}
- Bottom fibre (MPa)
Lecture brief
Historical brief
From Euler’s 1744 elastica and Navier’s beam theory to Mohr’s circle and transformed-section RC, structural mechanics grew as a closed-form craft before finite elements. The lab keeps those governing lines for buckling, flexure, joints and influence. This sheet (CIV-36 — Prestress combined stress) is the form associated with Magnel. Working symbols: , , , , , . A concentric P is uniform compression. An eccentricity e is a moment Pe, superimposed elastically.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Top fibre \sigma_{top}-22.50 MPa
- Bottom fibre \sigma_{bot}37.50 MPa
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Free library
Full libraryFree PDF / open book
- University Physics Vol. 1 (mechanics, waves)OpenStax · CC BY · Free PDF / open book
- LibreTexts Engineering bookshelfLibreTexts · CC · Free PDF / open book
- SI Brochure (BIPM)BIPM · Free PDF / open book
- USACE Engineer ManualsUSACE · Free PDF / open book
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Narration of this film
A concrete section, a tendon offset, two fibre stresses.
A concentric P is uniform compression. An eccentricity e is a moment Pe, superimposed elastically.
Watch on YouTube