Examples#

This gallery walks through every public feature of engineeringkit.structural_engineering, one breakthrough per script: axial and torsional members, beams, column buckling and design, stress and strain at a point, shear and sections, pressure vessels, energy methods, trusses, plastic collapse, frames, cables and arches.

Units, assumptions and numerical validation gives the physical validity limits. Each script is self-contained and can be run directly with python examples/structural_engineering/<section>/<script>.py.

Sections#

  • beams – Galileo’s cantilever, Navier’s bending theory, Clapeyron’s three-moment equation, Winkler’s influence lines and Macaulay’s singularity functions.

  • cables – Hooke’s inverted chain and the catenary.

  • members – Hooke’s law, Coulomb’s torsion, Poisson’s ratio and Bredt’s thin-walled tubes.

  • shear – Jourawski’s shear stress and Maillart’s shear centre.

  • stability – Euler’s column, Engesser’s tangent-modulus load, Young’s eccentric column and Johnson’s parabola.

  • stress – Mohr’s circle and the bonded strain gauge.

  • vessels – Lamé’s thick-walled cylinder.

  • energy – Castigliano’s theorem and Mohr’s unit-load method.

  • trusses – Whipple’s method of joints, Maxwell’s count and reciprocal theorem, and the direct stiffness method.

  • plasticity – Kazinczy’s plastic hinges.

  • frames – Maney’s slope-deflection, Hardy Cross’s moment distribution and plane frames by direct stiffness.

Beams#

Bending stress, continuous beams and moving loads.

Galileo’s cantilever (1638)

Galileo's cantilever (1638)

Navier’s beam theory (1826)

Navier's beam theory (1826)

Clapeyron’s three-moment equation (1857)

Clapeyron's three-moment equation (1857)

Winkler’s influence lines (1867)

Winkler's influence lines (1867)

Macaulay’s singularity functions (1919)

Macaulay's singularity functions (1919)

Cables and arches#

Hanging cables and the arches that are their inverted shapes.

Hooke’s inverted chain (1675)

Hooke's inverted chain (1675)

The catenary (1691)

The catenary (1691)

Energy methods#

Deflections from strain energy.

Castigliano’s theorem (1879)

Castigliano's theorem (1879)

Mohr’s unit-load method (1874)

Mohr's unit-load method (1874)

Frames#

Rigid-jointed continuous beams and frames.

Hardy Cross’s moment distribution (1930)

Hardy Cross's moment distribution (1930)

Livesley’s plane frames by direct stiffness (1956)

Livesley's plane frames by direct stiffness (1956)

Maney’s slope-deflection method (1915)

Maney's slope-deflection method (1915)

Members#

Axial bars and twisted shafts.

Hooke’s law: ut tensio, sic vis (1678)

Hooke's law: ut tensio, sic vis (1678)

Coulomb’s torsion (1784)

Coulomb's torsion (1784)

Poisson’s ratio (1829)

Poisson's ratio (1829)

Bredt’s thin-walled torsion (1896)

Bredt's thin-walled torsion (1896)

Plasticity#

Plastic hinges and collapse loads.

Kazinczy’s plastic hinge (1914)

Kazinczy's plastic hinge (1914)

Shear and sections#

Transverse shear stress, built-up and transformed sections, unsymmetrical bending and the shear centre.

Jourawski’s shear stress (1856)

Jourawski's shear stress (1856)

Maillart’s shear centre (1921)

Maillart's shear centre (1921)

Stability#

Elastic and inelastic column buckling.

Euler’s column buckling (1744)

Euler's column buckling (1744)

Engesser’s tangent-modulus load (1889)

Engesser's tangent-modulus load (1889)

Young’s eccentric column (1807)

Young's eccentric column (1807)

Johnson’s parabola (1893)

Johnson's parabola (1893)

Stress#

Plane stress transformation, three-dimensional principal stresses and strain-gauge rosettes.

Mohr’s circle (1882)

Mohr's circle (1882)

Simmons and Ruge’s bonded strain gauge (1938)

Simmons and Ruge's bonded strain gauge (1938)

Trusses#

Pin-jointed trusses by statics and by stiffness.

Whipple’s method of joints (1847)

Whipple's method of joints (1847)

Maxwell’s rigidity count and reciprocal theorem (1864)

Maxwell's rigidity count and reciprocal theorem (1864)

Turner, Clough, Martin and Topp: the direct stiffness method (1956)

Turner, Clough, Martin and Topp: the direct stiffness method (1956)

Pressure vessels#

Thin- and thick-walled cylinders under pressure.

Lamé’s thick-walled cylinder (1833)

Lamé's thick-walled cylinder (1833)

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