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 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] for bending for extension for temperature change Continuum mechanics Exam assignment Coordinate system Core of cross-section Class exercise Couple Cross-sectional properties 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 using degrees of freedom Demonstration Displacement method using statically indeterminate displacement Demonstration Displacement method with degrees of freedom Class exercise Displacement method with statically indeterminate displacements Class exercise Displacement method with statically unknown displacements 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 Displacements truss structures, [1], [2] Class exercise using constitutive equation, [1] Class exercise using williot using constitutive equation using differential equations using Williot Distributed load E Elements Equilibrium 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, [1] Tresca Von Mises Fibre model Fixed support Force Force method, [1], [2] Class exercise for beam structures Class exercise for frame structures Class exercise for truss structures demonstration bending 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 for bending for extension krachenmethode voor raamwerkconstructies Krachtenmethode voor balkconstructies L Loads torsional Local coordinate system Longitudinal shear stresses M Matrix method Class exercise Demonstration Matrixframe Method of joints Method of sections 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 Class exercise R Resolution of forces Rolling clamped support Rolling hinged support Rotational hinges S Second moment area Section forces, [1] 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 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 Software Static indeterminacy Static indeterminate structures Exam assignment, [1], [2] Static moment Static relations, [1] Steiner Stiffness influences Class exercise demonstration Strain diagram Strain diagram bending Strain diagram extension Strains Strains in 2D Stress-Strain relations Class exercise 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, [1] Transformations Class exercise using analytical formulas 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
