Bending, shear, deflection, section properties and structural response.
MODULE OVERVIEW
Beams & Structural Mechanics in practical engineering work.
Beam calculations relate loads, reactions, shear, moment, stress and deflection. A member may satisfy stress limits but still be unsuitable because of deflection, buckling or connection behaviour.
CORE PRINCIPLES
What to establish first
Load and support conditions establish shear-force and bending-moment diagrams.
Bending stress depends on moment and section modulus.
Deflection depends on stiffness EI and grows rapidly with span.
DESIGN CONCEPTS
Terms worth checking
Section modulus
Second moment of area
Boundary condition
Common applications: Machine bases · Support frames · Shafts and structural members
KEY RELATIONSHIP
Elastic bending stress
σ = M/Z
M — bending moment, N·mm
Z — elastic section modulus, mm³
σ — nominal stress, MPa
Use the correct critical moment, section axis and material limit; this equation does not check instability.
Use the relationship with compatible units, then review the result against the stated design conditions.
WORKED EXAMPLE
Known values → substitution → interpretation
Known values
M = 25 kN·m; Z = 250,000 mm³
Method
Convert M to 25 × 10⁶ N·mm, then divide by Z
Interpretation
The nominal bending stress is 100 MPa.
KEY DESIGN CHECKS
Confirm the conditions behind the number
Define the governing load case, duty cycle and required design life before using a simplified relation.
Use compatible units and material data for the actual condition, temperature and manufacturing state.
Compare the result with strength, stiffness, fatigue, safety, serviceability and applicable-code requirements.
COMMON ENGINEERING MISTAKES
Keep the model within its scope
Applying elastic bending stress outside the assumptions shown on this page.
Using a nominal condition while a peak, alternating, transient or environmental case governs the design.
Treating a calculated value as a final component selection without checking interfaces, tolerances and the current governing standard.
ReferenceS. Timoshenko and D. H. Young, Elements of Strength of Materials; applicable structural code controls design.ScopeRelationships are presented for the assumptions stated on this page and linked tool.Design reviewCheck material condition, loads, environment and the applicable current code.SafetyResults are educational/preliminary and do not certify safety or compliance.