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 using differential equations using equilibrium in a specific cross-section Centroid Constitutive relations for bending for extension for temperature change for torsion Coordinate system Core of cross-section Couple Cross-sectional properties Cross-sectional shear stresses D Deformation sign Differential equations for equilibrium relations for bending for cables for extension for torsion Displacement method Displacement of rigid bodies in a mechanism Displacements frame structures using differential equations using forget-me-nots Displacements torsion structures using constitutive equation using differential equations Displacements truss structures 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 F Failure models Tresca Von Mises Fibre model Fixed support Force Force method for frame structures for frame structures with moveables nodes 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 for torsion 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 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 diagrams using differential equations using equilibrium Section forces in torsion structures diagrams using differential equations using equilibrium Section forces in truss structures using equilibrium zero-force members Section modulus Shape cable Shear force Shear force centre Shear strains Shear stress torsion 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 for bending Sliding hinges Small rotations Static indeterminancy Static moment Static relations Steiner Stiffness influences Strain diagram 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 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 T Telescope hinges Temperature influences for statically determinate structures for statically indeterminate structures Tensors Torsion Torsional moment Torsional moment of inertia Transformations Truss structures Two-force members V Virtual work solve structures W Weerstandsmoment Z Zero-force members
