CIV-38
Biaxial Mohr: τmax and θp
τmax = √[((σx−σy)/2)² + τxy²], θp = ½ atan2(2τxy, σx−σy).
Governing equation
where
- \sigma_x
- σx (MPa)
- \sigma_y
- σy (MPa)
- \tau_{xy}
- τxy (MPa)
- \tau_{max}
- Max in-plane shear (MPa)
- \theta_p
- Principal angle (°)
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-38 — Biaxial Mohr: τmax and θp) is the form associated with Mohr biaxial. Working symbols: , , , . The radius of Mohr's circle is the maximum in-plane shear. Principal axes sit 2θp on the circle.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Max in-plane shear \tau_{max}64.03 MPa
- Principal angle \theta_p19.3 °
Watch on YouTube
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
YouTube channels
Narration of this film
A circle, a radius τmax, an angle 2θp.
The radius of Mohr's circle is the maximum in-plane shear. Principal axes sit 2θp on the circle.
Watch on YouTube