Index B | C | D | E | F | G | H | K | L | M | N | P | R | S | T | V | W | Z B Bar support Beams Bending moment Buckling Exam assignment, [1] C Cables Class exercise using differential equations and equilibrium in a specific cross-section using differential equations using equilibrium in a specific cross-section Centroid Constitutive relations, [1], [2] for bending for extension for temperature change for torsion Continuum mechanics Exam assignment, [1], [2], [3] Coordinate system Core of cross-section Class exercise Couple Cross-sectional properties, [1] Class exercise Cross-sectional shear stresses D Deformation sign Degree of external static indeterminacy Degree of internal static indeterminacy Degree of static indeterminacy Differential equations demonstration for bending Differential equations for equilibrium relations, [1] for bending for cables for extension for torsion Displacement method Class exercise demonstration Displacement of rigid bodies in a mechanism Displacements frame structures, [1] Class exercise for bending Class exercise using euler-bernoulli Class exercise using sympy prerequisite test using forget-me-nots using differential equations using forget-me-nots Displacements torsion structures Class exercise using constitutive equation using differential equations Displacements truss structures, [1], [2] Class exercise using constitutive equation Class exercise using williot using constitutive equation using differential equations using Williot Distributed load E Elements Equilibrium, [1] of a body of a body in 3D of a body in torsion of a particle of a particle in 3D Equilibrium relations, [1] F Failure models Class exercise Tresca Von Mises Fibre model Fixed support Force Force method, [1], [2] Class exercise for frame structures Class exercise for frame structures with moveable nodes Class exercise for truss structures Class exercise statically indeterminate bending only demonstration statically indeterminate extension only for truss structures Forget-me-nots Frame structures Free body diagram of a hinged part of a model of a part of a model of a point in the model of an entire model G Global coordinate system H Hinged support Hinges K Kinematic relations, [1] for bending for extension for torsion Krachtenmethode voor balkconstructies L Loads Local coordinate system Longitudinal shear stresses M Method of joints Method of sections Mohr's circle Moment of inertia N Neutral axis Normal centre Normal force Normal force centre Normal stresses Class exercise for bending for bending for extension P Poisson's ratio Polar moment of inertia R Resolution of forces Rolling clamped support Rolling hinged support Rotational hinges S Second moment area Section forces cable Section forces in frame structures Class exercise diagrams Class exercise using equilibrium Class exercise using sympy diagrams prerequisite test using equilibrium and virtual work using differential equations using equilibrium Section forces in torsion structures Class exercise diagrams using differential equations using equilibrium Section forces in truss structures prerequisite test using equilibrium using equilibrium zero-force members Section modulus Shape cable Shear force Shear force centre Class exercise Shear strains Shear stress torsion Class exercise closed thin-walled non-circular cross-section open thin-walled cross-sections solid circular bars and thick-walled tubes thin-walled circular cross-section Shear stresses Class exercise for bending for bending Sliding hinges Small rotations Static indeterminacy Static indeterminate structures Exam assignment, [1], [2], [3] Static moment Static relations, [1] Statically indeterminate structures Exam assignment Steiner Stiffness influences Class exercise demonstration Strain diagram, [1] Strain diagram bending Strain diagram extension Strain diagram torsion solid circular bars thick-walled circular tubes thin-walled circular tubes thin-walled cross-sections thin-walled non-circular tubes Strains Strains in 2D Stress-Strain relations Stresses for bending, [1] for extension Stresses in 3D Structures Support Support displacement Support reactions Support reactions with equilibrium for hinged structures for self-contained structures for strengthened structures Support settlement Class exercise demonstration T Telescope hinges Temperature influences Class exercise for statically indeterminate structures demonstration for statically indeterminate structures for statically determinate structures for statically indeterminate structures Tensors Torsion Torsional moment Torsional moment of inertia Transformations Class exercise using analytical formulas Class exercise using Mohr's circle Class exercise using Mohr's circle and analytical formulas Truss structures Two-force members V Virtual work Class exercise solve structures W Weerstandsmoment Z Zero-force members
