PE Mechanical · Machine Design & Materials
Mechanics of Materials
17–26 of 80Area title, subtopics, and question range per the NCEES specification (eff. October 2025).
What's in this area
- Axial Loading
- Shear and Transverse Loading
- Bending
- Buckling
- Torsion
- Combined Loading
- Static Failure
- Fatigue Failure
- Thermal Stresses and Interference Stresses
The core stress-analysis area: axial, shear, bending, torsion, and how they combine, plus buckling, static and fatigue failure, and thermal/interference stresses. It's the heaviest area on the Machine Design & Materials depth — the one that decides the most points.
What the problems look like
Calculation-heavy and often multi-step — compute a stress or deflection, combine loads, then check against a failure criterion. Recurring shapes — axial/bending/torsion stresses and deflections; principal stresses and max shear (Mohr's circle); static failure (von Mises, Tresca) and fatigue (Goodman/Soderberg, endurance limit, stress concentration); column buckling (Euler); thermal/interference stresses. Exhibit-heavy (free-body and beam diagrams, Mohr's circle).
By exam day you should be able to —
- compute axial, shear, bending, and torsional stresses and deflections;
- find principal stresses and max shear via Mohr's circle;
- apply static failure theories (von Mises, Tresca) and fatigue (Goodman/Soderberg, endurance limit, Kf);
- size columns for buckling (Euler, slenderness, end conditions);
- handle thermal stress (constrained αEΔT) and interference/press fits.
Where people lose points
- Torsion uses the polar J, not I — solid shaft J = πd⁴/32 (vs. bending I = πd⁴/64); τ_max at the surface (r = d/2).
- Combined bending + torsion must be combined (principal / von Mises / max-shear), not added — the classic shaft-design slip.
- von Mises vs. Tresca — using the wrong criterion (Tresca is the more conservative).
- Sign / combination errors in principal stress (Mohr's circle).
- Buckling end-condition factor K (fixed/pinned/free) wrong → wrong critical load.
- Fatigue: skipping the stress-concentration / endurance-limit corrections or mishandling mean stress (Goodman).
- Bending stress with the wrong section modulus / neutral axis.
- Thermal stress: free expansion produces no stress — only constrained expansion does.
Have these at your fingertips
σ = Mc/I, τ = Tr/J, σ = P/A; Euler P_cr = π²EI/(KL)²; Mohr's circle; the von Mises expression; the Goodman line — and where they sit in the Handbook.
Going deeper
Part of the Machine Design & Materials depth. Practice this area with exam-real problems — the tutor walks any one you miss. → Start your 7-day free trial — no card. Or take the free practice exam first.