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Calculation Basis
MethodElastic beam theory with page-specific preset values
ScopeTimber or engineered wood preliminary review
ReviewTechnically reviewed: 2026-04-15

Assumptions & Limits

  • Preset values speed up the setup but do not replace final section or material verification.
  • The page is designed for fast deflection and reaction checks.
  • Local code rules, long-term effects, and connection details still need separate review.

Reference Basis

GL24h Glulam Reference
Material classGL24h glulam
Mean elastic modulus E0,mean11.5 GPa
Characteristic bending strength24 MPa
Typical density385 kg/m^3
Example member135 x 400 mm glulam beam
Example inertia I28800 cm^4
Preset loadingFull-span uniform load
Engineering Notes
  • GL24h glulam is commonly selected when timber aesthetics and longer clear spans are both important.
  • This page uses a larger default beam than the C24 page because glulam members are often chosen for longer spans or more demanding architectural layouts.
  • For real glulam design, moisture class, long-term deformation, lateral restraint, and connection detailing should all be checked separately.
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