CastorPrep

PE Mechanical · Machine Design & Materials

Mechanics of Materials

17–26 of 80

Area 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.